1***************************************** ***************************************
* * * *
* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *
* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *
* VERSION 4.1 * * 609 SECOND STREET *
* * * DAVIS, CALIFORNIA 95616 *
* RUN DATE 28JUL10 TIME 12:52:08 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
X X XXXXXXX XXXXX X
X X X X X XX
X X X X X
XXXXXXX XXXX X XXXXX X
X X X X X
X X X X X X
X X XXXXXXX XXXXX XXX
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM
1 HEC-1 INPUT PAGE 1
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
*DIAGRAM
*** FREE ***
1 ID BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY
2 ID DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS
3 ID PREPARED FOR CITY OF LAS VEGAS
4 ID INPUT FILE NAME = STL3.DAT INPUT FILE DATE = JULY 2010
5 ID HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:
6 ID
7 ID CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE
8 ID CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)
9 ID RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT
10 ID INPUT FILE = SW3.DAT
11 ID INPUT FILE DATE = MAY 2008
12 ID DESIGN STORM = 100-YEAR 6-HR STORM
13 ID STORM DISTRIBUTION = SDN #3
14 ID MODELED BY PBS&J (BRIAN ROWLEY, E.I., CFM)
15 ID CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)
16 ID STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)
17 ID
18 ID REFERENCED HYDROLOGIC MODELS:
19 ID CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)
20 ID PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)
21 ID FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)
22 ID HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)
23 ID AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)
24 ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
25 ID (VTN NEVADA, MAY 2003)
26 ID MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)
27 ID OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)
28 ID MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)
29 ID OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)
30 ID
31 ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
32 ID
33 ID AREA DARF
34 ID SQ. MI.
35 ID 0-0.5 0.99
36 ID 0.5-1 0.975
37 ID 1-2 0.95
38 ID 2-3 0.925
39 ID 3-4 0.915
40 ID 4-5 0.908
41 ID 5-6 0.903
42 ID 6-7 0.895
43 ID 7-8 0.885
44 ID
45 IT 5 0 0 300
46 IO 5 0 0
47 IN 5 0 0
48 JR PREC 0.99 0.975 0.95 0.925 0.915 0.908 0.903 0.895 0.885
*
1 HEC-1 INPUT PAGE 2
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
49 KK FW01
50 BA 0.325
51 PB 2.77
52 PC 0.000 0.020 0.057 0.070 0.087 0.108 0.124 0.130 0.130 0.130
53 PC 0.130 0.130 0.130 0.133 0.140 0.142 0.148 0.158 0.172 0.181
54 PC 0.190 0.197 0.199 0.200 0.201 0.204 0.214 0.229 0.241 0.249
55 PC 0.251 0.256 0.270 0.278 0.281 0.283 0.295 0.322 0.352 0.409
56 PC 0.499 0.590 0.710 0.744 0.781 0.812 0.819 0.835 0.851 0.856
57 PC 0.860 0.868 0.876 0.888 0.910 0.926 0.937 0.950 0.970 0.976
58 PC 0.982 0.985 0.987 0.989 0.990 0.993 0.993 0.994 0.995 0.998
59 PC 0.998 0.999 1.000
60 LS 0 77.2
61 UD 0.367
*
62 KK RFW1
63 KM ROUTE FW01 TO CFW2
64 KM TWAIN
65 RD 2700 0.0081 0.016 0 TRAP 0 50
*
66 KK FW02
67 BA 0.240
68 PB 2.77
69 LS 0 80.5
70 UD 0.367
*
71 KK CFW2
72 KM COMBINE RFW1 AND FW02
73 KM TWAIN AND JONES
74 HC 2
*
75 KK RCFW2
76 KM ROUTE CFW2 TO CFW3
77 KM TWAIN
78 RD 2500 0.0072 0.016 0 TRAP 0 50
*
79 KK FW03
80 BA 0.255
81 PB 2.77
82 LS 0 90.6
83 UD 0.367
*
84 KK CFW3
85 KM COMBINE RCFW2 AND FW03
86 KM TWAIN AND LINDELL
87 HC 2
*
1 HEC-1 INPUT PAGE 3
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
88 KK RCFW3
89 KM ROUTE CFW3 TO CFW5
90 KM FACILITY = VALLEY VIEW DRAIN
91 KM FACILITY # = FWVV 0050
92 KM LINING = RCB
93 RD 7785 0.015 0.015 0 TRAP 8 0
*
94 KK FW5
95 BA 0.523
96 PB 2.77
97 LS 0 90.9
98 UD 0.515
*
99 KK CFW5
100 KM COMBINE RCFW3 AND FW5
101 KM TWAIN AND VALLEY VIEW
102 HC 2
*
103 KK DFW5
104 KM OPPOSITE OF DFW11 (SEE FLAMINGO-TROPICANA WATERSHED)
105 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)
106 KM CAPACITY = 210 CFS
107 DT DFW11
108 DI 0 210 1000 5000
109 DQ 0 210 210 210
*
110 KK RDFW5
111 KM ROUTE DFW5 TO CR4C1
112 KM FACILITY = VALLEY VIEW DRAIN
113 KM FACILITY # = FWVV 0025
114 KM LINING = RCB
115 RD 1200 0.003 0.015 0 TRAP 10 0
*
116 KK CE2EA-C
117 BA 0.126
118 PB 2.77
119 LS 0 86.8
120 UD 0.428
*
121 KK RCE2EA
122 KM ROUTE CE2EA TO CR4C1
123 KM SPRING MOUNTAIN ROAD
124 RD 7600 0.01 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
125 KK R4C1
126 BA 0.272
127 PB 2.77
128 LS 0 93.4
129 UD 0.419
*
130 KK CR4C1
131 KM COMBINE R4C1, RDFW5, AND RCE2EA
132 KM SPRING MOUNTAIN AND VALLEY VIEW
133 HC 3
*
134 KK RCR4C1
135 KM ROUTE CR4C1 TO CCE3FA
136 KM FACILITY = VALLEY VIEW DRAIN
137 KM FACILITY # = FWVV 0000, 0025
138 KM LINING = RCB
139 RD 2285 0.003 0.015 0 TRAP 10 0
*
140 KK CE2EC
141 BA 0.264
142 PB 2.77
143 LS 0 83.1
144 UD 0.308
*
145 KK RCE2EC
146 KM ROUTE CE2EC TO CCE2ED-C
147 KM DESERT INN
148 RD 5000 0.0144 0.016 0 TRAP 0 50
*
149 KK CE2ED-C
150 BA 0.313
151 PB 2.77
152 LS 0 91.7
153 UD 0.401
*
154 KKCCE2ED-C
155 KM COMBINE RCE2EC AND CE2ED-C
156 KM DESERT INN AND DECATUR
157 HC 2
*
158 KK DCCE2ED
159 KM FLOW SPLIT TO CPS03
160 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY
161 KM REMAINING FLOW FLOWS EAST ON DESERT INN
162 KM DIDN FROM CITY WIDE
163 DT DCPS03
164 DI 0 1 100 200 300 390
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
165 DQ 0 0 60 120 172 210
*
166 KKRDCCE2ED
167 KM ROUTE DCCE2ED TO CE3FA
168 KM DESERT INN
169 RD 5100 0.0137 0.016 0 TRAP 0 50
*
170 KK CE3FA
171 BA 0.357
172 PB 2.77
173 LS 0 93.7
174 UD 0.412
*
175 KK CCE3FA
176 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA
177 KM DESERT INN AND VALLEY VIEW
178 HC 3
*
179 KK RCCE3FA
180 KM ROUTE CCE3FA TO CCPS06
181 KM FACILITY = VALLEY VIEW DRAIN
182 KM FACILITY # = FWVV 0000
183 KM LINING = RCB
184 RD 500 0.003 0.015 0 TRAP 12 0
*
185 KK PS01-C
186 BA 0.407
187 PB 2.77
188 LS 0 85.4
189 UD 0.364
*
190 KK RPS01-C
191 KM ROUTE PS01-C TO CPS03
192 KM FACILITY = PALMYRA/SIRIUS DRAIN
193 KM FACILITY # = FWPS 0157
194 KM LINING = RCP
195 RD 2600 0.0115 0.013 0 CIRC 8
*
196 KK PS03
197 BA 0.193
198 PB 2.77
199 LS 0 90.4
200 UD 0.226
*
1 HEC-1 INPUT PAGE 6
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
201 KK CPS03
202 KM COMBINE RPS01-C AND PS03
203 KM DECATUR AND PALMYRA
204 HC 2
*
205 KK ED01
206 BA 0.254
207 PB 2.77
208 LS 0 85.9
209 UD 0.379
*
210 KK RED01
211 KM ROUTE ED01 TO CED02
212 KM EDNA AVENUE
213 RD 5100 0.0139 0.016 0 TRAP 0 50
*
214 KK ED02
215 BA 0.312
216 PB 2.77
217 LS 0 88.7
218 UD 0.407
*
219 KK ED11
220 BA 0.242
221 PB 2.77
222 LS 0 85.3
223 UD 0.370
*
224 KK ED12
225 BA 0.198
226 PB 2.77
227 LS 0 90.5
228 UD 0.337
*
229 KK CED12
230 KM COMBINE ED11 AND ED12
231 KM JONES AND ELDORA
232 HC 2
*
233 KK RCED12
234 KM ROUTE CED12 TO CED13
235 KM ELDORA STREET
236 RD 5100 0.0135 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 7
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
237 KK ED13
238 BA 0.208
239 PB 2.77
240 LS 0 91.8
241 UD 0.382
*
242 KK CED13
243 KM COMBINE RCED12 AND ED13
244 KM DECATUR AND ELDORA
245 HC 2
*
246 KK RCED13
247 KM ROUTE CED13 TO CED02
248 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL
249 KM FACILITY # = PSDE 0025
250 KM LINING = RCB
251 RD 1320 0.0025 0.015 0 TRAP 10 0
*
252 KK CED02
253 KM COMBINE RED01, ED02, AND RCED13
254 KM DECATUR AND EDNA
255 HC 3
*
256 KK RCED02
257 KM ROUTE CED02 TO CPS03
258 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL
259 KM FACILITY # = PSDE 0000
260 KM LINING = RCB
261 RD 1330 0.0038 0.015 0 TRAP 12 0
*
262 KK DCPS03
263 KM RETRIEVE DPS03
264 DR DCPS03
*
265 KK RDPS03
266 KM ROUTE DCPS03 TO CPS03
267 KM DECATUR
268 RD 1200 0.0033 0.016 0 TRAP 0 50
*
269 KK CCPS03
270 KM COMBINE CPS03, RDPS03 AND RCED02
271 KM DECATUR AND PALMYRA
272 HC 3
*
1 HEC-1 INPUT PAGE 8
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
273 KK RCCPS03
274 KM ROUTE CCPS03 TO CPS06
275 KM FACILITY = PALMYRA/SIRIUS DRAIN
276 KM FACILITY # = FWPS 0057
277 KM LINING = RCP
278 RD 5280 0.0128 0.015 0 TRAP 10 0
*
279 KK PS06-C
280 BA 0.387
281 PB 2.77
282 LS 0 91.5
283 UD 0.317
*
284 KK CPS06
285 KM COMBINE RCPS03 AND PS06-C
286 KM VALLEY VIEW AND SIRIUS
287 HC 2
*
288 KK CCPS06
289 KM COMBINE CPS06 AND RCCE3FA
290 KM VALLEY VIEW AND SIRIUS
291 HC 2
*
292 KK RCCPS06
293 KM ROUTE CCPS06 TO CRCPS06
294 KM FACILITY = PALMYRA/SIRIUS DRAIN
295 KM FACILITY # = FWPS 0000
296 KM LINING = RCB
297 RD 3000 0.015 0.015 0 TRAP 12 0
*
298 KK FW09
299 BA 0.255
300 PB 2.77
301 LS 0 94.0
302 UD 0.399
*
303 KK DSPM
304 KM DIVERT FLOW TO SPRING MTN./I-15 INTERCHANGE DETENTION BASIN
305 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999
306 DT DSM
307 DI 0 50 100 200 300 400 1000 2000
308 DQ 0 0 20 60 160 260 260 260
*
1 HEC-1 INPUT PAGE 9
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
309 KK RDSPM
310 KM ROUTE DSPM TO CCE3FD-C
311 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999
312 KM LINING = RCP
313 RD 1390 0.0046 0.015 0 CIRC 5
*
314 KK CE3FD-C
315 BA 0.281
316 PB 2.77
317 LS 0 94.0
318 UD 0.431
*
319 KKCCE3FD-C
320 KM COMBINE RDSPM AND CE3FD-C
321 KM FREEWAY CHANNEL AND DESERT INN
322 HC 2
*
323 KK RCCE3FD
324 KM ROUTE CCE3FD-C TO CRCPS06
325 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
326 KM FACILITY # = FW15 0301
327 KM LINING = CONCRETE
328 RD 1300 0.0042 0.015 0 TRAP 12 2
*
329 KK CRCPS06
330 KM COMBINE RCCCE3FD AND RCCPS06
331 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA
332 HC 2
*
333 KKRCRCPS06
334 KM ROUTE CRCPS06 TO CPS08
335 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
336 KM FACILITY # = FW15 0271
337 KM LINING = RCB
338 RD 1520 0.0059 0.015 0 TRAP 24 0
*
339 KK PS08
340 BA 0.179
341 PB 2.77
342 LS 0 92.3
343 UD 0.238
*
1 HEC-1 INPUT PAGE 10
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
344 KK CPS08
345 KM COMBINE RCRCPS06 AND PS08
346 KM FREEWAY CHANNEL AND SUBBASIN PS08
347 HC 2
*
348 KK ED05-C
349 BA 0.441
350 PB 2.77
351 LS 0 91.3
352 UD 0.495
*
353 KK RED05-C
354 KM ROUTE ED05-C TO CCPS08
355 KM EDNA AVENUE
356 RD 1900 0.0158 0.016 0 TRAP 0 50
*
357 KK CCPS08
358 KM COMBINE CPS08 AND RED05-C
359 KM EDNA AND FREEWAY CHANNEL
360 HC 2
*
361 KK RCCPS08
362 KM ROUTE CCPS08 TO CED10-C
363 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
364 KM FACILITY # = FW15 0242
365 KM LINING = RCB
366 RD 1500 0.0093 0.015 0 TRAP 24 0
*
367 KK ED10-C
368 BA 0.217
369 PB 2.77
370 LS 0 90.8
371 UD 0.293
*
372 KK CED10-C
373 KM COMBINE RCCPS08 AND ED10-C
374 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C
375 HC 2
*
376 KKRCED10-C
377 KM ROUTE CED10-C TO CSA08
378 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
379 KM FACILITY # = FW15 0214
380 KM LINING = RCB
381 RD 1610 0.0073 0.015 0 TRAP 24 0
*
1 HEC-1 INPUT PAGE 11
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
382 KK SA06-C
383 BA 0.203
384 PB 2.77
385 LS 0 93.7
386 UD 0.384
*
387 KK RSA06-C
388 KM ROUTE SA06-C TO CSA08
389 KM FACILITY = FREEWAY CHANNEL SAHARA
390 KM FACILITY # = FWSA 0000
391 KM LINING = RCB
392 RD 5700 0.0149 0.015 0 TRAP 7 0
*
393 KK SA08
394 BA 0.218
395 PB 2.77
396 LS 0 94.0
397 UD 0.265
*
398 KK CSA08
399 KM COMBINE RSA06-C AND SA08
400 KM FREEWAY CHANNEL AND SAHARA AVENUE
401 HC 2
*
402 KK CCSA08
403 KM COMBINE RCED10-C AND CSA08
404 KM FREEWAY CHANNEL AND SAHARA AVENUE
405 HC 2
*
406 KK DCCSA08
407 KM DIVERT OUT ALL FLOW EXCEEDING 1450 CFS TO REDUCE FLOWS @ CHARLESTON
408 KM SPLIT 50/50
409 KM FLOW DIVERTED TO PROPOSED SAHARA FACILITY
410 DT DSAHARA
411 DI 0 1000 2000 2900 6000
412 DQ 0 500 1000 1450 4550
*
413 KK RCCSA08
414 KM ROUTE CCSA08 TO COK11-C
415 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
416 KM FACILITY # = FW15 0125,0150,0175
417 KM LINING = RCB
418 RD 3402 0.008 0.015 0 TRAP 20 0
*
1 HEC-1 INPUT PAGE 12
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
419 KK CH14-C
420 BA 0.168
421 PB 2.77
422 LS 0 91.6
423 UD 0.432
*
424 KK RCH14-C
425 KM ROUTE CH14-C TO COK09-C
426 KM OAKEY
427 RD 2225 0.022 0.016 0 TRAP 0 50
*
428 KK OK09-C
429 BA 0.377
430 PB 2.77
431 LS 0 91.8
432 UD 0.606
*
433 KK COK09-C
434 KM COMBINE RCH14-C AND OK09-C
435 KM OAKEY AND CAMPBELL
436 HC 2
*
437 KKRCOK09-C
438 KM ROUTE COK09-C TO COK10
439 KM FACILITY = OAKEY DRAIN
440 KM FACILITY # = FWOK 0040, 0060, 0076
441 KM LINING = RCB
442 RD 2300 0.015 0.015 0 TRAP 5 0
*
443 KK OK10
444 BA 0.307
445 PB 2.77
446 LS 0 90.7
447 UD 0.379
*
448 KK COK10
449 KM COMBINE RCOK09-C AND OK10
450 KM OAKEY AND VILLA DE CONDE
451 HC 2
*
452 KK RCOK10
453 KM ROUTE COK10 TO 1COK11C
454 KM FACILITY = OAKEY DRAIN
455 KM FACILITY # = FWOK 0000, 0020, 0040
456 KM LINING = RCB
457 RD 3100 0.006 0.015 0 TRAP 10 0
*
1 HEC-1 INPUT PAGE 13
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
458 KK OK11-C
459 BA 0.308
460 PB 2.77
461 LS 0 90.2
462 UD 0.528
*
463 KK 1COK11C
464 KM COMBINE RCOK10, AND OK11-C
465 KM OAKEY DRAIN @ FREEWAY CHANNEL
466 HC 2
*
467 KK COK11C
468 KM COMBINE RCCSA08 AND 1COK11C
469 KM FREEWAY CHANNEL AND OAKEY
470 HC 2
*
471 KK RCOK11C
472 KM ROUTE COK11C TO CCWAL2
473 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
474 KM FACILITY # = FW15 0100
475 KM LINING = RCB
476 RD 1575 0.0017 0.015 0 TRAP 36 0
*
477 KK WAL1
478 BA 0.209
479 PB 2.77
480 LS 0 88.7
481 UD 0.316
*
482 KK RWAL1
483 KM ROUTE WAL1 TO CWAL2
484 KM WALDMAN
485 RD 3100 0.0081 0.016 0 TRAP 0 50
*
486 KK WAL2
487 BA 0.245
488 PB 2.77
489 LS 0 86.1
490 UD 0.367
*
491 KK CWAL2
492 KM COMBINE RWAL1 AND WAL2
493 HC 2
*
1 HEC-1 INPUT PAGE 14
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
494 KK CCWAL2
495 KM COMBINE RCOK11C AND CWAL2
496 KM FREEWAY CHANNEL AND WALDMAN
497 HC 2
*
498 KK RCCWAL2
499 KM ROUTE CCWAL2 TO CCCH22
500 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
501 KM FACILITY # = FW15 0089, 0050
502 KM LINING = RCB
503 RD 1850 0.0017 0.015 0 TRAP 36 0
*
504 KK CH15-C
505 BA 0.237
506 PB 2.77
507 LS 0 91.3
508 UD 0.332
*
509 KK RCH15-C
510 KM ROUTE CH15-C TO CCH18-C
511 KM CHARLESTON
512 RD 3900 0.0103 0.016 0 TRAP 0 50
*
513 KK CH18-C
514 BA 0.290
515 PB 2.774
516 LS 0 90.1
517 UD 0.327
*
518 KK CCH18-C
519 KM COMBINE RCH15-C AND CH18-C
520 KM RANCHO DR AND CHARLESTON
521 HC 2
*
522 KKRCCH18-C
523 KM ROUTE CCH18-C TO CCCH18-C
524 KM FACILITY = WEST CHARLESTON DRAINS
525 KM FACILITY # = FWCH 0044, 0047
526 KM LINING = RCB
527 RD 850 0.0205 0.015 0 TRAP 7 0
*
528 KK AL92
529 BA 0.429
530 PB 2.77
531 LS 0 83.9
532 UD 0.489
*
1 HEC-1 INPUT PAGE 15
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
533 KK DAL92
534 KM FLOW SPLIT TO AL93
535 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO
536 KM FROM PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PB, 1999)
537 DT DAL93
538 DI 0 310 1000
539 DQ 0 120 390
*
540 KK RDAL92
541 KM ROUTE DAL92 TO CAL95
542 KM RANCHO
543 RD 1300 0.0015 0.016 0 TRAP 0 50
*
544 KK AL95-C
545 BA 0.192
546 PB 2.77
547 LS 0 84.7
548 UD 0.313
*
549 KK CAL95
550 KM COMBINE RDAL92 AND AL95-C
551 KM RANCHO AND PALOMINO
552 HC 2
*
553 KKRCAL95-C
554 KM ROUTE CAL95 TO CCCH18-C
555 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO
556 KM FACILITY # = CHRA 0000, 0006, 0014
557 KM LINING = RCB
558 RD 1326 0.015 0.015 0 TRAP 5 0
*
559 KKCCCH18-C
560 KM COMBINE RCAL95-C AND RCCH18-C
561 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS
562 HC 2
*
563 KKRCCCH18C
564 KM ROUTE CCCH18-C TO CCH22
565 KM FACILITY = WEST CHARLESTON DRAINS
566 KM FACILITY # = FWCH 0000, 0020, 0036
567 KM LINING = RCP
568 RD 2975 0.0074 0.015 0 TRAP 10
*
1 HEC-1 INPUT PAGE 16
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
569 KK CH22-C
570 BA 0.230
571 PB 2.77
572 LS 0 94.7
573 UD 0.422
*
574 KK CCH22
575 KM COMBINE RCCCH18C AND CH22-C
576 KM I15 AND CHARLESTON
577 HC 2
*
578 KK CCCH22
579 KM COMBINE CCH50 AND CCH22
580 KM FREEWAY CHANNEL AND CHARLESTON
581 HC 2
*
582 KK RCCCH22
583 KM ROUTE CCCH22 TO CAL96
584 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
585 KM FACILITY # = FW15 0010, 0038
586 KM LINING = RCB
587 RD 2622 0.0017 0.015 0 TRAP 36 0
*
588 KK AL96-C
589 BA 0.181
590 PB 2.77
591 LS 0 94.6
592 UD 0.350
*
593 KK CAL96
594 KM COMBINE RCCH22 AND AL96-C
595 KM FREEWAY CHANNEL AND ALTA
596 HC 2
*
597 KK RCAL96
598 KM ROUTE CAL96 TO CAL93
599 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
600 KM FACILITY # = FW15 0000
601 KM LINING = RCB
602 RD 2170 0.0017 0.015 0 TRAP 36 0
*
603 KK DAL93
604 KM RETRIEVE DAL93
605 DR DAL93
*
1 HEC-1 INPUT PAGE 17
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
606 KK RDAL93
607 KM ROUTE DAL93 TO CAL93
608 KM ALTA
609 RD 5500 0.0046 0.016 0 TRAP 0 50
*
610 KK AL93-C
611 BA 0.524
612 PB 2.77
613 LS 0 91.0
614 UD 0.367
*
615 KK CAL93
616 KM COMBINE RCAL96, RDAL93, AND AL93-C
617 KM COMBINATION WITH LAS VEGAS CREEK
618 HC 3
*
619 KK 1-GOLF
620 BA 0.362
621 PB 2.83
622 LS 0 86.6
623 UD 0.323
*
624 KK R1-GOLF
625 KM ROUTE 1-GOLF TO C2a-OAK
626 KM VIA OLIVERO
627 RD 2600 0.0269 0.016 0 TRAP 0 50
*
628 KK2a-OAK-C
629 BA 0.314
630 PB 2.77
631 LS 0 87.7
632 UD 0.313
*
633 KK C2a-OAK
634 KM COMBINE R1-GOLFC AND 2a-OAK-C
635 KM BUFFALO AND VIA OLIVERO
636 HC 2
*
637 KKRC2a-OAK
638 KM ROUTE C2a-OAK TO C3-ELP-C
639 KM VIA OLIVERO
640 RD 4000 0.025 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 18
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
641 KK 3-ELP-C
642 BA 0.209
643 PB 2.77
644 LS 0 90.2
645 UD 0.253
*
646 KKC3-ELP-C
647 KM COMBINE RC2a-OAK AND 3-ELP-C
648 KM VIA OLIVERO AND MECH 0400
649 HC 2
*
650 KKRC3-ELPC
651 KM ROUTE RC3-ELPC TO C3a-OAKC
652 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
653 KM FACILITY # = MECH 0400
654 KM LINING = RCB
655 RD 1300 0.0143 0.015 0 TRAP 10 0
*
656 KK3a-OAK-C
657 BA 0.432
658 PB 2.77
659 LS 0 85.7
660 UD 0.283
*
661 KKC3a-OAKC
662 KM COMBINE RC3-ELPC AND 3a-OAK-C
663 KM O'BANNON AND MECH 0378
664 HC 2
*
665 KKRC3aOAKC
666 KM ROUTE C3a-OAKC TO OAKEYIN
667 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
668 KM FACILITY # = MECH 0338, 0378
669 KM LINING = RCB
670 RD 2805 0.016 0.015 0 TRAP 10 0
*
671 KK3-HOLM-C
672 BA 0.331
673 PB 2.77
674 LS 0 90.7
675 UD 0.342
*
1 HEC-1 INPUT PAGE 19
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
676 KKR3-HOLMC
677 KM ROUTE R3-HOLMC TO C5-OAK-C
678 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
679 KM FACILITY # = MECH 0334, 0337, 0351
680 KM LINING = RCP
681 RD 1700 0.005 0.013 0 CIRC 7.5 0
*
682 KK 5-OAK-C
683 BA 0.232
684 PB 2.77
685 LS 0 88.0
686 UD 0.248
*
687 KKC5-OAK-C
688 KM COMBINE R3-HOLMC AND 5-OAK-C
689 KM OAKEY DETENTION BASIN
690 HC 2
*
691 KK OAKEYIN
692 KM COMBINE RC3aOAKC AND C5-OAK-C
693 KM OAKEY DETENTION BASIN
694 KO 1
695 HC 2
*
696 KK OAKEYDB
697 KM OAKEY DETENTION BASIN
698 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
699 KM FACILITY # = MECH 0324
700 KM STORAGE VOLUME = 201 ACRE-FEET
701 KM OUTLET = 1-15" OUTLET PIPE
702 KM 100-YEAR DISCHARGE = 32 CFS
703 KM SPILLWAY LENGTH = 290 FEET
704 KM SPILLWAY HEIGHT =
705 KM SPILLWAY CREST ELEVATION = 2348.5'
706 KM SPILLWAY TYPE =
707 KM PMF DISCHARGE =
708 KM TOP OF EMBANKMENT ELEVATION =
709 KO 1
710 RS 1 STOR 0
711 SV 0 2 6 14 25 40 57 77 101 130
712 SV 144 159 174 191 201 206 219 231 244 256
713 SE 26 28 30 31 34 36 38 40 42 44
714 SE 45 46 47 48 48.5 49 50 51 52 53
715 SS 48.5 290 3.1 1.5
716 SL 26 1.4 0.65 0.5
*
1 HEC-1 INPUT PAGE 20
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
717 KK OAKEYOT
718 KM ROUTE OAKEYDB TO CCOK08
719 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
720 KM FACILITY # = MECH 0108, 0310, 0323
721 KM LINING = RCP
722 RD 9750 0.0143 0.013 0 CIRC 2.5
*
723 KK SA01-C
724 BA 0.263
725 PB 2.77
726 LS 0 94.5
727 UD 0.340
*
728 KK RSA01-C
729 KM ROUTE SA01-C TO CSA05
730 KM SAHARA
731 RD 5200 0.0144 0.016 0 TRAP 0 50
*
732 KK SA05
733 BA 0.176
734 PB 2.77
735 LS 0 93.2
736 UD 0.318
*
737 KK CSA05
738 KM COMBINE RSA01-C AND SA05
739 KM SAHARA AND DECATUR
740 HC 2
*
741 KK RCSA05
742 KM ROUTE CSA05 TO CSA06
743 KM FACILITY = MEADOWS OAKEY DRAIN
744 KM FACILITY # = MEOK 0217
745 KM LINING = RCB
746 RD 1276 0.0044 0.015 0 TRAP 12 0
*
747 KK SA06
748 BA 0.079
749 PB 2.77
750 LS 0 93.7
751 UD 0.193
*
1 HEC-1 INPUT PAGE 21
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
752 KK CSA06
753 KM COMBINE RCSA05 AND SA06
754 KM O'BANNON AND DECATUR
755 HC 2
*
756 KK OK06-C
757 BA 0.174
758 PB 2.77
759 LS 0 91.1
760 UD 0.302
*
761 KK ROK06-C
762 KM ROUTE OK06-C TO COK07
763 KM OBANNON
764 RD 5100 0.0147 0.016 0 TRAP 0 50
*
765 KK OK07
766 BA 0.241
767 PB 2.77
768 LS 0 87.1
769 UD 0.335
*
770 KK COK07
771 KM COMBINE OK07, ROK06-C, AND CSA06
772 KM O'BANNON AND DECATUR
773 HC 3
*
774 KK RCOK07
775 KM ROUTE COK07 TO COK04-C
776 KM FACILITY = MEADOWS OAKEY DRAIN
777 KM FACILITY # = MEOK 0191, 0204
778 KM LINING = RCB
779 RD 1315 0.0071 0.015 0 TRAP 12 0
*
780 KK OK03-C
781 BA 0.363
782 PB 2.77
783 LS 0 90.8
784 UD 0.317
*
785 KK ROK03-C
786 KM ROUTE OK03-C TO COK04-C
787 KM OAKEY
788 RD 5100 0.016 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 22
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
789 KK OK04-C
790 BA 0.198
791 PB 2.77
792 LS 0 85.7
793 UD 0.365
*
794 KK COK04-C
795 KM COMBINE ROK03-C, OK04-C AND RCOK07
796 KM OAKEY AND DECATUR
797 HC 3
*
798 KKRCOK04-C
799 KM ROUTE COK04-C TO COK08
800 KM FACILITY = MEADOWS OAKEY DRAIN
801 KM FACILITY # = MEOK 0166
802 KM LINING = RCB
803 RD 1350 0.0045 0.015 0 TRAP 12 0
*
804 KK OK08
805 BA 0.083
806 PB 2.77
807 LS 0 91.0
808 UD 0.184
*
809 KK COK08
810 KM COMBINE RCOK04-C AND OK08
811 KM DEL RAY AND DECATUR
812 HC 2
*
813 KK CCOK08
814 KM COMBINE COK08 AND OAKEYOT
815 KM DEL RAY AND DECATUR
816 HC 2
*
817 KK RCCOK08
818 KM ROUTE CCOK08 TO COK12
819 KM FACILITY = MEADOWS OAKEY DRAIN
820 KM FACILITY # = MEOK 0110
821 KM LINING = RCB
822 RD 2946 0.0077 0.015 0 TRAP 12 0
*
823 KK CH04-C
824 BA 0.175
825 PB 2.77
826 LS 0 92.7
827 UD 0.240
*
1 HEC-1 INPUT PAGE 23
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
828 KK RCH04-C
829 KM ROUTE CH04-C TO CCH05-C
830 KM FACILITY = MEADOWS CHARLESTON
831 KM FACILITY # = MECN 0223
832 KM LINING = RCB
833 RD 3100 0.0204 0.015 0 TRAP 6 0
*
834 KK CH05-C
835 BA 0.163
836 PB 2.77
837 LS 0 94.3
838 UD 0.329
*
839 KK CCH05-C
840 KM COMBINE RCH04-C AND CH05-C
841 KM TORREY PINES AND CHARLESTON
842 HC 2
*
843 KKRCCH05-C
844 KM ROUTE CCH05-C TO CCH09-C
845 KM FACILITY = MEADOWS CHARLESTON
846 KM FACILITY # = MECN 0123
847 KM LINING = RCB
848 RD 5200 0.0164 0.015 0 TRAP 8 0
*
849 KK CH09-C
850 BA 0.378
851 PB 2.77
852 LS 0 91.5
853 UD 0.341
*
854 KK CCH09-C
855 KM COMBINE RCCH05-C AND CH09-C
856 KM CHARLESTON AND LINDELL
857 HC 2
*
858 KKRCCH09-C
859 KM ROUTE CCH09-C TO CCH10
860 KM FACILITY = MEADOWS CHARLESTON
861 KM FACILITY # = MECN 0061
862 KM LINING = RCB
863 RD 3300 0.0182 0.015 0 TRAP 8 0
*
1 HEC-1 INPUT PAGE 24
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
864 KK CH10
865 BA 0.279
866 PB 2.77
867 LS 0 93.1
868 UD 0.222
*
869 KK CCH10
870 KM COMBINE RCCH09-C AND CH10
871 KM CHARLESTON AND DECATUR
872 HC 2
*
873 KK RCCH10
874 KM ROUTE CCH10 TO COK12
875 KM FACILITY = MEADOWS CHARLESTON
876 KM FACILITY # = MECN 0000
877 KM LINING = RCB
878 RD 1570 0.0109 0.015 0 TRAP 9 0
*
879 KK OK12
880 BA 0.050
881 PB 2.77
882 LS 0 95.6
883 UD 0.163
*
884 KK COK12
885 KM COMBINE RCCOK08, RCCH10 AND OK12
886 KM CHARLESTON AND MEOK 0110
887 HC 3
*
888 KK RCOK12
889 KM ROUTE COK12 TO CCH14B
890 KM FACILITY = MEADOWS OAKEY DRAIN
891 KM FACILITY # = MEOK 0079, 0091
892 KM LINING = RCB
893 RD 1633 0.005 0.015 0 TRAP 18 0
*
894 KK CH14B
895 BA 0.217
896 PB 2.77
897 LS 0 90.8
898 UD 0.356
*
1 HEC-1 INPUT PAGE 25
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
899 KK CCH14B
900 KM COMBINE RCOK12 AND CCH14B
901 KM HINSON AND CHARLESTON
902 HC 2
*
903 KK RCCH14B
904 KM ROUTE CCH14B TO COK13
905 KM FACILITY = MEADOWS OAKEY DRAIN
906 KM FACILITY # = MEOK 0000, 0048
907 KM LINING = RCB
908 RD 1950 0.005 0.015 0 TRAP 18 0
*
909 KK OK13
910 BA 0.099
911 PB 2.77
912 LS 0 92.7
913 UD 0.376
*
914 KK COK13
915 KM COMBINE RCCH14B AND OK13
916 KM FULTON PLACE AND VALLEY VIEW
917 HC 2
*
918 KK RCOK13
919 KM ROUTE COK13 TO CCAL16
920 KM FACILITY = MEADOWS OAKEY DRAIN
921 KM FACILITY # = MEOK 0000, 0017
922 KM LINING = RCB
923 RD 2450 0.0091 0.015 0 TRAP 19 0
*
924 KK R1
925 BA 0.086
926 PB 2.77
927 LS 0 90.6
928 UD 0.210
*
929 KK PR1
930 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
931 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
932 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN
933 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON
934 RS 1 ELEV 10.1
935 SV 0 2.7 3.5
936 SE 10.1 13.7 14.7
937 SQ 0 90 113
*
1 HEC-1 INPUT PAGE 26
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
938 KK RPR1
939 KM ROUTE PR1 TO CR2
940 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT
941 RD 2900 0.0103 0.016 0 TRAP 0 50
*
942 KK R3
943 BA 0.275
944 PB 2.77
945 LS 0 91.3
946 UD 0.297
*
947 KK R2
948 BA 0.045
949 PB 2.77
950 LS 0 90.7
951 UD 0.228
*
952 KK CR2
953 KM COMBINE RPR1, R2 AND R3
954 KM ALTA AND LORENZI
955 HC 3
*
956 KK DCR2
957 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN
958 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH
959 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN
960 DT DAL00A
961 DI 0 150 1000
962 DQ 0 0 850
*
963 KK RDCR2
964 KM ROUTE DCR2 TO CAL01A
965 KM FACILITY = MEADOWS - ALTA
966 KM FACILITY # = MEAL 0160, 0209
967 KM LINING = RCP
968 RD 4300 0.015 0.013 0 CIRC 4
*
969 KK AL01A
970 BA 0.123
971 PB 2.77
972 LS 0 90.5
973 UD 0.254
*
1 HEC-1 INPUT PAGE 27
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
974 KK CAL01A
975 KM COMBINE AL01A AND RDCR2
976 KM ALTA AND JONES
977 HC 2
*
978 KK RCAL01A
979 KM ROUTE CAL01A TO CUS
980 KM FACILITY = MEADOWS - ALTA
981 KM FACILITY # = MEAL 0150, 0160
982 KM LINING = RCP
983 RD 1100 0.0125 0.013 0 CIRC 3
*
984 KK US
985 BA 0.030
986 PB 2.77
987 LS 0 90.5
988 UD 0.171
*
989 KK CUS
990 KM COMBINE RAL01A AND US
991 KM ALTA AND JONES
992 HC 2
*
993 KK AL04-C
994 BA 0.179
995 PB 2.77
996 LS 0 90.3
997 UD 0.346
*
998 KK RAL04-C
999 KM ROUTE AL04-C TO CCUS
1000 KM FACILITY = MEADOWS - ALTA
1001 KM FACILITY # = MEAL 0130
1002 KM LINING = RCB
1003 RD 1150 0.004 0.015 0 TRAP 6 0
*
1004 KK CCUS
1005 KM COMBINE CUS AND RAL04-C
1006 KM ALTA AND JONES
1007 HC 2
*
1008 KK RCCUS
1009 KM ROUTE CCUS TO CAL05-C
1010 KM FACILITY = MEADOWS - ALTA
1011 KM FACILITY # = MEAL 0120
1012 KM LINING = RCP
1013 RD 1900 0.01 0.013 0 CIRC 5 0
*
1 HEC-1 INPUT PAGE 28
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1014 KK AL05-C
1015 BA 0.234
1016 PB 2.77
1017 LS 0 90.5
1018 UD 0.376
*
1019 KK GS
1020 BA 0.037
1021 PB 2.77
1022 LS 0 90.5
1023 UD 0.190
*
1024 KK DGS
1025 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
1026 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
1027 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM
1028 DT DGSR
1029 DI 0 27 72
1030 DQ 0 0 36
*
1031 KK CAL05-C
1032 KM COMBINE RCCUS, ALO5-C AND DGS
1033 KM ALTA AND UPLAND
1034 HC 3
*
1035 KKRCAL05-C
1036 KM ROUTE CAL05-C TO CBR3
1037 KM FACILITY = MEADOWS - ALTA
1038 KM FACILITY # = MEAL 0100, 0120
1039 KM LINING = RCP
1040 RD 2000 0.01 0.013 0 CIRC 5
*
1041 KK BR3
1042 BA 0.074
1043 PB 2.77
1044 LS 0 91.4
1045 UD 0.157
*
1046 KK CBR3
1047 KM COMBINE BR3 AND RCAL05-C
1048 KM ALTA AND WILDSHIRE
1049 HC 2
*
1 HEC-1 INPUT PAGE 29
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1050 KK RCBR3
1051 KM ROUTE CBR3 TO CAL11-C
1052 KM FACILITY = MEADOWS - ALTA
1053 KM FACILITY # = MEAL 0060, 0100
1054 KM LINING = RCP
1055 RD 1400 0.01 0.013 0 CIRC 5
*
1056 KK AL09-C
1057 BA 0.162
1058 PB 2.77
1059 LS 0 90.6
1060 UD 0.252
*
1061 KK RAL09-C
1062 KM ROUTE AL09-C TO CAL11-C
1063 KM EVERGREEN / DECATUR
1064 RD 2400 0.0083 0.016 0 TRAP 0 50
*
1065 KK DGSR
1066 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS
1067 DR DGSR
*
1068 KK RDGSR
1069 KM ROUTE DGSR TO CAL11-C
1070 KM EVERGREEN / DECATUR
1071 RD 4600 0.0152 0.016 0 TRAP 0 50
*
1072 KK AL11-C
1073 BA 0.130
1074 PB 2.77
1075 LS 0 94.4
1076 UD 0.316
*
1077 KK CAL11-C
1078 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C
1079 KM ALTA AND DECATUR
1080 HC 4
*
1081 KKRCAL11-C
1082 KM ROUTE CAL11-C TO CAL10-C
1083 KM FACILITY = MEADOWS - ALTA
1084 KM FACILITY # = MEAL 0015
1085 KM LINING = RCP
1086 RD 2500 0.0194 0.013 0 CIRC 6
*
1 HEC-1 INPUT PAGE 30
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1087 KK AL10-C
1088 BA 0.048
1089 PB 2.77
1090 LS 0 91.5
1091 UD 0.245
*
1092 KK CAL10-C
1093 KM COMBINE RCAL11-C AND AL10-C
1094 KM ALTA AND BEDFORD
1095 HC 2
*
1096 KKRCAL10-C
1097 KM ROUTE CAL10-C TO CAL13-3
1098 KM FACILITY = MEADOWS - ALTA
1099 KM FACILITY # = MEAL 0000,0012,0013
1100 KM LINING = CONCRETE
1101 RD 1180 0.0158 0.015 0 TRAP 8 1
*
1102 KK AL13-3
1103 BA 0.059
1104 PB 2.77
1105 LS 0 90.5
1106 UD 0.171
*
1107 KK CAL13-3
1108 KM COMBINE RCAL10-C AND AL13-3
1109 KM ALTA AND VALLEY VIEW
1110 HC 2
*
1111 KK AL14
1112 BA 0.457
1113 PB 2.77
1114 LS 0 93.3
1115 UD 0.525
*
1116 KK RAL14
1117 KM ROUTE AL14 TO CAL16
1118 KM VALLEY VIEW
1119 RD 1300 0.0115 0.016 0 TRAP 0 50
*
1120 KK AL16
1121 BA 0.148
1122 PB 2.77
1123 LS 0 92.2
1124 UD 0.326
*
1 HEC-1 INPUT PAGE 31
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1125 KK 1CAL16
1126 KM COMBINE CAL13-3, RAL14, AND AL16
1127 KM ALTA AND VALLEY VIEW
1128 HC 3
*
1129 KK AL09
1130 BA 0.097
1131 PB 2.77
1132 LS 0 90.4
1133 UD 0.282
*
1134 KK RAL09
1135 KM ROUTE AL09 TO CCH14A
1136 KM FULTON
1137 RD 1500 0.0133 0.016 0 TRAP 0 50
*
1138 KK CH14A
1139 BA 0.148
1140 PB 2.77
1141 LS 0 89.4
1142 UD 0.340
*
1143 KK CCH14A
1144 KM COMBINE RAL09 AND CH14A
1145 KM VALLEY VIEW AND FULTON
1146 HC 2
*
1147 KK RCCH14A
1148 KM ROUTE CCH14A TO CAL16
1149 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM
1150 KM FACILITY # = MEPA 0000
1151 KM LINING = RCB
1152 RD 1370 0.005 0.015 0 TRAP 10 0
*
1153 KK CAL16
1154 KM COMBINE 1CAL16 AND RCCH14A
1155 KM ALTA AND VALLEY VIEW
1156 HC 2
*
1157 KK RCAL16
1158 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)
1159 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1160 KM FACILITY # = LCME 0070,0076,0077
1161 KM LINING = CONCRETE
1162 RD 973 0.0189 0.015 0 TRAP 18 1
*
1 HEC-1 INPUT PAGE 32
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1163 KK CCAL16
1164 KM COMBINE RCAL16 AND RCOK13
1165 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE
1166 HC 2
*
1167 KK RCCAL16
1168 KM ROUTE CCAL16 TO CAL90-C
1169 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1170 KM FACILITY # = LCME 0040
1171 KM LINING = CONCRETE
1172 RD 525 0.004 0.015 0 TRAP 40 0
*
1173 KK AL90-C
1174 BA 0.171
1175 PB 2.77
1176 LS 0 91.9
1177 UD 0.328
*
1178 KK CAL90-C
1179 KM COMBINE RCCAL16 AND AL90-C
1180 HC 2
*
1181 KKRCAL90-C
1182 KM ROUTE CAL90-C TO MEADOWIN
1183 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1184 KM FACILITY # = LCME 0026, 0028
1185 KM LINING = CONCRETE
1186 RD 1030 0.004 0.015 0 TRAP 42 0
*
1187 KK MEDB
1188 BA 0.230
1189 PB 2.77
1190 LS 0 86.9
1191 UD 0.193
*
1192 KKMEADOWIN
1193 KM COMBINE RCAL90-C AND MEDB
1194 KM COMBINATION AT MEADOWS DETENTION BASIN
1195 KO 1
1196 HC 2
*
1197 KKMEADOWDB
1198 KM MEADOWS DETENTION BASIN
1199 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1200 KM FACILITY # = LCME 0021
1201 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)
1202 KM UPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 20
1 HEC-1 INPUT PAGE 33
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1203 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT
1204 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)
1205 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB
1206 KM 100-YEAR DISCHARGE =
1207 KM SPILLWAY LENGTH = 150 FT
1208 KM SPILLWAY HEIGHT =
1209 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)
1210 KM SPILLWAY TYPE = OGEE
1211 KM PMF DISCHARGE =
1212 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT
1213 KO 1
1214 RS 1 STOR 0
1215 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02
1216 SV 174.64 196.67 211.98 213.27 235.09 309.3
1217 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43
1218 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5
1219 SQ 0 202.1 400 500 600 700 800 900 1000 1100
1220 SQ 1200 1300 1365 1380 1428 5248
*
1221 KKMEADOWOT
1222 KM ROUTE MEADOWDB TO CRMEDET
1223 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1224 KM FACILITY # = LCME 0000,0016,0018
1225 KM LINING = RCB
1226 RD 1145 0.0072 0.015 0 TRAP 14 0
*
1227 KK DAL00A
1228 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA
1229 DR DAL00A
*
1230 KK RDAL00A
1231 KM ROUTE DAL00A TO RAINBWIN
1232 KM FACILITY = LAS VEGAS CREEK - LORENZI
1233 KM FACILITY # = LCLO 0000, 0008
1234 KM LINING = RCB
1235 RD 2860 0.004 0.015 0 TRAP 7 0
*
1236 KK AL00A
1237 BA 0.474
1238 PB 2.77
1239 LS 0 90.8
1240 UD 0.355
*
1241 KK AL00A-C
1242 BA 0.230
1243 PB 2.77
1244 LS 0 93.0
1245 UD 0.305
*
1 HEC-1 INPUT PAGE 34
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1246 KKRAINBWIN
1247 KM COMBINE RDAL00A, AL00A AND AL00A-C
1248 KM COMBINATION AT RAINBOW DETENTION BASIN
1249 HC 3
*
1250 KKRAINBWDB
1251 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)
1252 KM FACILITY = LAS VEGAS CREEK CHANNEL
1253 KM FACILITY # = LCCH 0513
1254 KM REFERENCED FROM THE 90% DESIGN REPORT FOR
1255 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)
1256 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION
1257 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE
1258 KM 100-YEAR DISCHARGE =
1259 KM SPILLWAY LENGTH = 137.8 FT
1260 KM SPILLWAY HEIGHT =
1261 KM SPILLWAY CREST ELEVATION = 2391.5 FT
1262 KM SPILLWAY TYPE = BROAD-CRESTED WEIR
1263 KM PMF DISCHARGE =
1264 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT
1265 KO 1
1266 RS 1 STOR 0
1267 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81
1268 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79
1269 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373
1270 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5
1271 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72
1272 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000
*
1273 KKRAINBWOT
1274 KM ROUTE RAINBWDB TO CLC01-C
1275 KM FACILITY = LAS VEGAS CREEK CHANNEL
1276 KM FACILITY # = LCCH 0499
1277 KM LINING = RCP
1278 RD 665 0.0188 0.013 0 CIRC 3.5
*
1279 KK LC01-C
1280 BA 0.089
1281 PB 2.77
1282 LS 0 91.8
1283 UD 0.301
*
1284 KK CLC01-C
1285 KM COMBINE RAINBWOT AND LC01-C
1286 KM US 95, EAST OF RAINBOW BLVD
1287 HC 2
*
1 HEC-1 INPUT PAGE 35
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1288 KKRCLC01-C
1289 KM ROUTE CLC01-C TO CWA02-C
1290 KM FACILITY = LAS VEGAS CREEK CHANNEL
1291 KM FACILITY # = LCCH 0402,0412,0438,0458,0478
1292 KM LINING = RCP
1293 RD 5165 0.0108 0.013 0 CIRC 5
*
1294 KK WA02-C
1295 BA 0.269
1296 PB 2.77
1297 LS 0 91.5
1298 UD 0.334
*
1299 KK CWA02-C
1300 KM COMBINE RCLC01-C AND WA02-C
1301 KM JONES AND US 95
1302 HC 2
*
1303 KK AL01B-C
1304 BA 0.367
1305 PB 2.77
1306 LS 0 90.5
1307 UD 0.401
*
1308 KKCCWA02-C
1309 KM COMBINE CWA02-C AND AL01B-C
1310 KM JONES AND US 95
1311 HC 2
*
1312 KKRCCWA02C
1313 KM ROUTE CCWA02-C TO CLC11-C
1314 KM FACILITY = LAS VEGAS CREEK CHANNEL
1315 KM FACILITY # = LCCH 0302, 0377, 0400
1316 KM LINING = RCB
1317 RD 6870 0.0249 0.015 0 TRAP 8 0
*
1318 KK LC11-C
1319 BA 0.384
1320 PB 2.77
1321 LS 0 91.3
1322 UD 0.361
*
1 HEC-1 INPUT PAGE 36
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1323 KK CLC11-C
1324 KM COMBINE RCCCWA02C AND LC11-C
1325 KM DECATUR AND US 95
1326 HC 2
*
1327 KKRCLC11-C
1328 KM ROUTE CLC11-C TO CLC14-C
1329 KM FACILITY = LAS VEGAS CREEK CHANNEL
1330 KM FACILITY # = LCCH 0230, 0270
1331 KM LINING = RCB
1332 RD 2140 0.0174 0.015 0 TRAP 12 0
*
1333 KK LC14-C
1334 BA 0.320
1335 PB 2.77
1336 LS 0 90.6
1337 UD 0.423
*
1338 KK CLC14-C
1339 KM COMBINE RCLC11-C AND LC14-C
1340 KM VALLEY VIEW AND US 95
1341 HC 2
*
1342 KK WA10-C
1343 BA 0.447
1344 PB 2.77
1345 LS 0 87.8
1346 UD 0.367
*
1347 KK WA10D
1348 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN
1349 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1350 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED
1351 DT WA10NW
1352 DI 0 10 250 275 300 800 1000 3000
1353 DQ 0 0 0 25 50 550 750 2750
*
1354 KK RWA10D
1355 KM ROUTE WA10D TO CCLC14-C
1356 KM FACILITY = LAS VEGAS CREEK LATERAL
1357 KM FACILITY # = LCLT 0000,0006
1358 KM LINING = CONCRETE
1359 RD 1855 0.005 0.015 0 TRAP 10 0
*
1 HEC-1 INPUT PAGE 37
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1360 KKCCLC14-C
1361 KM COMBINE CLC14-C AND RWA10D
1362 KM VALLEY VIEW AND US 95
1363 HC 2
*
1364 KK RCCLC14
1365 KM ROUTE CCLC14-C TO CRMEDET
1366 KM FACILITY = LAS VEGAS CREEK CHANNEL
1367 KM FACILITY # = LCCH 0157,0188
1368 KM LINING = RCB
1369 RD 3875 0.0106 0.015 0 TRAP 24 0
*
1370 KK CRMEDET
1371 KM COMBINE MEADOWOT AND RCCLC14
1372 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK
1373 HC 2
*
1374 KKRCRMEDET
1375 KM ROUTE CRMEDET TO CCLC16-C
1376 KM FACILITY = LAS VEGAS CREEK CHANNEL
1377 KM FACILITY # = LCCH 0114,0127,0129,0150,0154
1378 KM LINING = RCB
1379 RD 2305 0.005 0.015 0 TRAP 28 0
*
1380 KK LC16-C
1381 BA 0.312
1382 PB 2.774
1383 LS 0 88.0
1384 UD 0.342
*
1385 KKOG011AC2
1386 BA 0.120
1387 PB 2.77
1388 LS 0 92.0
1389 UD 0.219
*
1390 KK OG011AD
1391 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM
1392 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1393 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH
1394 DT OG011D
1395 DI 0 45 100 500 994 10000
1396 DQ 0 0 55 455 949 9955
*
1 HEC-1 INPUT PAGE 38
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1397 KKROG011AD
1398 KM ROUTE OG011AD TO CWA01-C
1399 KM WASHINGTON
1400 RD 3200 0.0171 0.016 0 TRAP 0 50
*
1401 KK WA01-C
1402 BA 0.195
1403 PB 2.77
1404 LS 0 88.7
1405 UD 0.249
*
1406 KK CWA01-C
1407 KM COMBINE ROG011A-C2D AMD WA01-C
1408 KM TORREY PINES AND WASHINGTON
1409 HC 2
*
1410 KK RWA01
1411 KM ROUTE WA01-C TO CWA04-C
1412 KM WASHINGTON
1413 RD 5300 0.0142 0.016 0 TRAP 0 50
*
1414 KK WA04-C
1415 BA 0.197
1416 PB 2.77
1417 LS 0 87.7
1418 UD 0.474
*
1419 KK CWA04-C
1420 KM COMBINE RWA01 AND WA04-C
1421 KM MICHAEL AND WASHINGTON
1422 HC 2
*
1423 KK RCWA04
1424 KM ROUTE CWA04-C TO CWA09-C
1425 KM FACILITY = FREEWAY CHANNEL
1426 KM FACILITY # = LV15 0602
1427 KM LINING = RCP
1428 RD 5980 0.0159 0.013 0 CIRC 8
*
1429 KK WA09-C
1430 BA 0.101
1431 PB 2.77
1432 LS 0 91.3
1433 UD 0.363
*
1 HEC-1 INPUT PAGE 39
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1434 KK CWA09-C
1435 KM COMBINE RCWA04 AND WA09-C
1436 KM VALLEY VIEW AND WASHINGTON
1437 HC 2
*
1438 KK RCWA09
1439 KM ROUTE CWA09-C TO CWA10NW
1440 KM FACILITY = FREEWAY CHANNEL
1441 KM FACILITY # = LV15 0528
1442 KM LINING = RCB
1443 RD 700 0.0119 0.015 0 TRAP 8
*
1444 KK WA10NW
1445 KM RETURN FLOW FROM WA10NW
1446 DR WA10NW
*
1447 KK CWA10NW
1448 KM COMBINE RCWA09 AND WA10NW
1449 KM VALLEY VIEW AND WASHINGTON
1450 HC 2
*
1451 KKRCWA10NW
1452 KM ROUTE CWA10NW TO CWA13-C
1453 KM FACILITY = FREEWAY CHANNEL
1454 KM FACILITY # = LV15 0528
1455 KM LINING = RCB
1456 RD 4420 0.0119 0.015 0 TRAP 8 0
*
1457 KK WA13-C
1458 BA 0.333
1459 PB 2.77
1460 LS 0 89.8
1461 UD 0.264
*
1462 KK CWA13-C
1463 KM COMBINE RCWA10NW AND WA13-C
1464 KM RANCHO DRIVE AND WASHINGTON
1465 HC 2
*
1466 KK WA13D
1467 KM REFERENCED FROM US-95 WIDENING PROJECT
1468 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1469 DT WA13NW
1470 DI 0 500 812 1000 1200
1471 DQ 0 197 322 391 473
*
1 HEC-1 INPUT PAGE 40
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1472 KK RWA13D
1473 KM ROUTE WA13D TO CLC16-C
1474 KM FACILITY = FREEWAY CHANNEL
1475 KM FACILITY # = LCRA 0000,0004,0050
1476 KM LINING = RCB
1477 RD 3100 0.0077 0.015 0 TRAP 12 0
*
1478 KK CLC16-C
1479 KM COMBINE LC16-C AND RWA13D
1480 KM RANCHO AND US 95
1481 HC 2
*
1482 KKCCLC16-C
1483 KM COMBINE RCRMEDET AND CLC16-C
1484 KM RANCHO AND US 95
1485 HC 2
*
1486 KK RCCLC16
1487 KM ROUTE CCLC16-C TO CLC20-C
1488 KM FACILITY = LAS VEGAS CREEK CHANNEL
1489 KM FACILITY # = LCCH 0013, 0051, 0110
1490 KM LINING = RCB
1491 RD 3700 0.006 0.015 0 TRAP 28 0
*
1492 KK LC20-C
1493 BA 0.174
1494 PB 2.77
1495 LS 0 91.4
1496 UD 0.483
*
1497 KK CLC20-C
1498 KM COMBINE RCCLC16 AND LC20-C
1499 KM MARTIN LUTHER KING AND US 95
1500 HC 2
*
1501 KKRCLC20-C
1502 KM ROUTE CLC20-C TO CCAL93
1503 KM FACILITY = LAS VEGAS CREEK CHANNEL
1504 KM FACILITY # = LCCH 0000,0013
1505 KM LINING = RCB
1506 RD 2765 0.0082 0.015 0 TRAP 24 0
*
1 HEC-1 INPUT PAGE 41
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1507 KK CCAL93
1508 KM COMBINE CAL93 AND RCLC20-C
1509 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)
1510 HC 2
*
1511 KK RCCAL93
1512 KM ROUTE CCAL93 TO CLC21
1513 KM FACILITY = WASHINGTON AVENUE CHANNEL
1514 KM FACILITY # = LVWH 0429,0431,0447,0484
1515 KM LINING = RCB
1516 RD 2410 0.0015 0.015 0 TRAP 43 0
*
1517 KK LC21
1518 BA 0.599
1519 PB 2.77
1520 LS 0 94.8
1521 UD 0.550
*
1522 KK CLC21
1523 KM COMBINE RCCAL93 AND LC21
1524 KM INDUSTRIAL AND US 95
1525 HC 2
*
1526 KK DCLC21
1527 KM FLOW SPLIT TO FACILITY LVOE 0345
1528 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY
1529 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY
1530 DT DLVOE
1531 DI 0 2870 10000
1532 DQ 0 0 7130
*
1533 KK RDCLC21
1534 KM ROUTE DCLC21 TO CV1-C
1535 KM FACILITY = WASHINGTON AVENUE CHANNEL
1536 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426
1537 KM LINING = RCB
1538 RD 4785 0.009 0.015 0 TRAP 12 0
*
1539 KK V1-C
1540 BA 0.282
1541 PB 2.77
1542 LS 0 92.0
1543 UD 0.339
*
1 HEC-1 INPUT PAGE 42
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1544 KK CH59-C
1545 BA 0.340
1546 PB 2.77
1547 LS 0 94.0
1548 UD 0.489
*
1549 KK DCH59-C
1550 KM FLOW SPLIT TO CH60A-C
1551 KM SPLIT TO FLAMINGO WASH SYSTEM
1552 KM DEVELOPED FROM CWH MODEL
1553 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)
1554 DT DFLAM
1555 DI 0 222 1000
1556 DQ 0 0 778
*
1557 KKDDCH59-C
1558 KM FLOW SPLIT TO BN03-C
1559 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS
1560 KM DBN00 IN CWH
1561 DT DBN03
1562 DI 0 167 1000
1563 DQ 0 0 833
*
1564 KK RDDCH59
1565 KM ROUTE DDCH59-C TO CV1-C
1566 KM 48" RCP UNDER LAS VEGAS BLVD
1567 KM LINING = RCP
1568 RD 3000 0.0217 0.013 0 CIRC 4
*
1569 KK CV1-C
1570 KM COMBINE RCLC21, V1-C, AND RDDCH59
1571 KM WASHINGTON AND LAS VEGAS BLVD
1572 HC 3
*
1573 KK RCV1-C
1574 KM ROUTE CV1-C TO CX-C1
1575 KM FACILITY = WASHINGTON AVENUE CHANNEL
1576 KM FACILITY # = LVWH 0240, 0305
1577 KM LINING = RCB
1578 RD 2750 0.015 0.015 0 TRAP 24 0
*
1579 KK X-C1
1580 BA 0.278
1581 PB 2.77
1582 LS 0 90.6
1583 UD 0.272
*
1 HEC-1 INPUT PAGE 43
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1584 KK CX-C1
1585 KM COMBINE RCV1-C AND X-C1
1586 KM WASHINGTON AND BRUCE
1587 HC 2
*
1588 KK RCX-C1
1589 KM ROUTE CX-C1 TO CN-C
1590 KM FACILITY = WASHINGTON AVENUE CHANNEL
1591 KM FACILITY # = LVWH 0240
1592 KM LINING = RCB
1593 RD 2540 0.015 0.015 0 TRAP 24 0
*
1594 KK M
1595 BA 0.267
1596 PB 2.77
1597 LS 0 90.2
1598 UD 0.426
*
1599 KK RM
1600 KM ROUTE M TO CN-C
1601 KM SEARLES TO EASTERN
1602 RD 3900 0.0064 0.016 0 TRAP 0 50
*
1603 KK N-C
1604 BA 0.264
1605 PB 2.77
1606 LS 0 88.5
1607 UD 0.408
*
1608 KK CN-C
1609 KM COMBINE RCX-C1, RM, AND N-C
1610 KM WASHINGTON AND EASTERN
1611 HC 3
*
1612 KK RCN-C
1613 KM ROUTE CN-C TO CP-C
1614 KM FACILITY = WASHINGTON AVENUE CHANNEL
1615 KM FACILITY # = LVWH 0155,0234
1616 KM LINING = RCB
1617 RD 2600 0.0068 0.015 0 TRAP 30 0
*
1618 KK P-C
1619 BA 0.309
1620 PB 2.77
1621 LS 0 87.4
1622 UD 0.397
*
1 HEC-1 INPUT PAGE 44
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1623 KK CP-C
1624 KM COMBINE RCN-C AND P-C
1625 KM WASHINGTON AND MOJAVE
1626 HC 2
*
1627 KK RCP-C
1628 KM ROUTE CP-C TO CQ-C
1629 KM FACILITY = WASHINGTON AVENUE CHANNEL
1630 KM FACILITY # = LVWH 0136,0155
1631 KM LINING = RCB
1632 RD 2600 0.0068 0.015 0 TRAP 30 0
*
1633 KK Q-C
1634 BA 0.258
1635 PB 2.77
1636 LS 0 85.6
1637 UD 0.408
*
1638 KK CQ-C
1639 KM COMBINE RCP-C AND Q-C
1640 KM WASHINGTON AND PECOS
1641 HC 2
*
1642 KK RCQ-C
1643 KM ROUTE CQ-C TO CLVW01-C
1644 KM FACILITY = WASHINGTON AVENUE CHANNEL
1645 KM FACILITY # = LVWH 0086,0087,0136
1646 KM LINING = RCB
1647 RD 3800 0.0033 0.015 0 TRAP 36 0
*
1648 KK LVW01-C
1649 BA 0.236
1650 PB 2.77
1651 LS 0 85.0
1652 UD 0.456
*
1653 KKCLVW01-C
1654 KM COMBINE RCQ-C AND LVW01-C
1655 KM COMBINATION OF FLOWS AT LAS VEGAS WASH
1656 HC 2
*
1657 KK DLVOE
1658 KM RETRIEVE DLVOE
1659 DR DLVOE
*
1 HEC-1 INPUT PAGE 45
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1660 KK RDLVOE
1661 KM ROUTE DLVOE TO CH-C1
1662 KM FACILITY = OWENS AVENUE CHANNEL
1663 KM FACILITY # = LVOE 0236,0331,0345
1664 KM LINING = RCB
1665 RD 7435 0.0133 0.015 0 TRAP 13 0
*
1666 KK H-C1
1667 BA 0.287
1668 PB 2.77
1669 LS 0 91.8
1670 UD 0.270
*
1671 KK CH-C1
1672 KM COMBINE H-C AND RDLVOE
1673 KM OWENS AND LAS VEGAS BLVD
1674 HC 2
*
1675 KK RCH-C1
1676 KM ROUTE CH-C1 TO CE-C
1677 KM FACILITY = OWENS AVENUE CHANNEL
1678 KM FACILITY # = LVOE 0134
1679 KM LINING = RCB
1680 RD 5380 0.01 0.015 0 TRAP 12 0
*
1681 KK E-C
1682 BA 0.614
1683 PB 2.77
1684 LS 0 87.2
1685 UD 0.395
*
1686 KK CE-C
1687 KM COMBINE RCH-C AND E-C
1688 KM OWENS AND EASTERN
1689 HC 2
*
1690 KK RCE-C
1691 KM ROUTE CE-C TO CG
1692 KM FACILITY = OWENS AVENUE CHANNEL
1693 KM FACILITY # = LVOE 0085
1694 KM LINING = RCB
1695 RD 2540 0.0062 0.015 0 TRAP 13 0
*
1 HEC-1 INPUT PAGE 46
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1696 KK G
1697 BA 0.233
1698 PB 2.77
1699 LS 0 84.2
1700 UD 0.422
*
1701 KK CG
1702 KM COMBINE RCE-C AND G
1703 KM OWENS AND STATZ
1704 HC 2
*
1705 KK RCG
1706 KM ROUTE CG TO CK-C1
1707 KM FACILITY = OWENS AVENUE CHANNEL
1708 KM FACILITY # = LVOE 0000
1709 KM LINING = RCB
1710 RD 4700 0.0047 0.015 0 TRAP 15 0
*
1711 KK K-C1
1712 BA 0.320
1713 PB 2.77
1714 LS 0 85.1
1715 UD 0.500
*
1716 KK CK-C1
1717 KM COMBINE RCG AND K-C1
1718 KM OWENS, AT LVMD 1354
1719 HC 2
*
1720 KK RCK-C1
1721 KM ROUTE CK-C1 TO CLVW01
1722 KM FACILITY = LAS VEGAS WASH MIDDLE
1723 KM FACILITY # = LVMD 1321
1724 KM LINING = CONCRETE
1725 RD 1950 0.004 0.015 0 TRAP 80 2
*
1726 KKCCLVW01C
1727 KM COMBINE CLVW01-C AND RCRCK-C
1728 KM COMBINATION OF LAS VEGAS WASH FLOWS
1729 HC 2
*
1730 KKRCCLVW01
1731 KM ROUTE CLVW01C TO CCBN15-C
1732 KM FACILITY = LAS VEGAS WASH MIDDLE
1733 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273
1734 KM LINING = CONCRETE
1735 RD 7445 0.004 0.015 0 TRAP 60 2
*
1 HEC-1 INPUT PAGE 47
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1736 KK BN06-C
1737 BA 0.340
1738 PB 2.77
1739 LS 0 89.3
1740 UD 0.201
*
1741 KK BN03-C
1742 BA 0.415
1743 PB 2.77
1744 LS 0 87.3
1745 UD 0.344
*
1746 KK DBN03
1747 KM RETREIVE DBN03
1748 DR DBN03
*
1749 KK RDBN03
1750 KM ROUTE DBN03 TO CBN03
1751 KM BONANZA
1752 RD 5900 0.0264 0.016 0 TRAP 0 50
*
1753 KK CBN03
1754 KM COMBINE BN06-C, BN03-C, AND RDBN03
1755 KM BONANZA AND EASTERN
1756 HC 3
*
1757 KK RCBN03
1758 KM ROUTE CBN03 TO CBN08
1759 KM FACILITY = LAS VEGAS WASH - BONANZA
1760 KM FACILITY # = LVBZ 0211,0224
1761 KM LINING = RCB
1762 RD 2980 0.0072 0.015 0 TRAP 8 0
*
1763 KK BN08
1764 BA 0.210
1765 PB 2.77
1766 LS 0 91.8
1767 UD 0.378
*
1768 KK CBN08
1769 KM COMBINE RCBN03 AND BN08
1770 KM BONANZA AND MOJAVE
1771 HC 2
*
1 HEC-1 INPUT PAGE 48
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1772 KK RCBN08
1773 KM ROUTE CBN08 TO CBN09
1774 KM FACILITY = LAS VEGAS WASH - BONANZA
1775 KM FACILITY # = LVBZ 0167, 0188
1776 KM LINING = RCB
1777 RD 2330 0.007 0.015 0 TRAP 9 0
*
1778 KK BN09
1779 BA 0.233
1780 PB 2.77
1781 LS 0 83.9
1782 UD 0.411
*
1783 KK CBN09
1784 KM COMBINE RCBN08 AND BN09
1785 KM BONANZA AND PECOS
1786 HC 2
*
1787 KK RCBN09
1788 KM ROUTE CBN09 TO CBN10-C
1789 KM FACILITY = LAS VEGAS WASH - BONANZA
1790 KM FACILITY # = LVBZ 0114
1791 KM LINING = RCB
1792 RD 2740 0.004 0.015 0 TRAP 24 0
*
1793 KK BN10-C
1794 BA 0.257
1795 PB 2.77
1796 LS 0 88.8
1797 UD 0.406
*
1798 KK CBN10-C
1799 KM COMBINE RDCBN09 AND BN10-C
1800 KM BONANZA AND SANDHILL
1801 HC 2
*
1802 KKRCBN10-C
1803 KM ROUTE CBN10-C TO CBN12-C
1804 KM FACILITY = LAS VEGAS WASH - BONANZA
1805 KM FACILITY # = LVBZ 0064
1806 KM LINING = RCB
1807 RD 2630 0.004 0.015 0 TRAP 24 0
*
1 HEC-1 INPUT PAGE 49
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1808 KK BN12-C
1809 BA 0.323
1810 PB 2.77
1811 LS 0 87.4
1812 UD 0.397
*
1813 KK CBN12-C
1814 KM COMBINE RCBN10-C AND BN12-C
1815 KM BONANZA AND LAMB
1816 HC 2
*
1817 KKRCBN12-C
1818 KM ROUTE CBN12-C TO CBN15-C
1819 KM FACILITY = LAS VEGAS WASH - BONANZA
1820 KM FACILITY # = LVBZ 0000
1821 KM LINING = RCB
1822 RD 3400 0.004 0.015 0 TRAP 24 0
*
1823 KK BN15-C
1824 BA 0.283
1825 PB 2.77
1826 LS 0 87.0
1827 UD 0.414
*
1828 KK CBN15-C
1829 KM COMBINE RCBN12-C AND BN15-C
1830 KM LAS VEGAS WASH AND BONANZA
1831 HC 2
*
1832 KKCCBN15-C
1833 KM COMBINE RCCLVW01 AND CBN15-C
1834 KM LAS VEGAS WASH AND BONANZA
1835 HC 2
*
1836 KKRCBN15-C
1837 KM ROUTE CCBN15-C TO CCCA10-C
1838 KM FACILITY = LAS VEGAS WASH MIDDLE
1839 KM FACILITY # = LVMD 1149
1840 KM LINING = CONCRETE
1841 RD 1675 0.0041 0.015 0 TRAP 70 1.5
*
1842 KK CA03
1843 BA 0.345
1844 PB 2.77
1845 LS 0 88.1
1846 UD 0.298
*
1 HEC-1 INPUT PAGE 50
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1847 KK RCA03
1848 KM ROUTE CA03 TO CCA04
1849 KM STEWART
1850 RD 3000 0.0107 0.016 0 TRAP 0 50
*
1851 KK CA04-C
1852 BA 0.370
1853 PB 2.77
1854 LS 0 89.6
1855 UD 0.394
*
1856 KK CCA04
1857 KM COMBINE RCA03 AND CA04-C
1858 KM STEWART AND MOJAVE
1859 HC 2
*
1860 KK RCCA04
1861 KM ROUTE CCA04 TO CCA05
1862 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART
1863 KM FACILITY # = CNST 0000
1864 KM LINING = RCB
1865 RD 2120 0.009 0.015 0 TRAP 8 0
*
1866 KK CA05
1867 BA 0.241
1868 PB 2.77
1869 LS 0 91.9
1870 UD 0.378
*
1871 KK CCA05
1872 KM COMBINE RCCA04 AND CA05
1873 KM STEWART AND PECOS
1874 HC 2
*
1875 KK RCCA05
1876 KM ROUTE CCA05 TO CCA06
1877 KM FACILITY = CEDAR AVENUE CHARLESTON
1878 KM FACILITY # = CACN 0001
1879 KM LINING = RCB
1880 RD 1867 0.004 0.015 0 TRAP 10 0
*
1881 KK CA06-C
1882 BA 0.401
1883 PB 2.77
1884 LS 0 85.0
1885 UD 0.418
*
1 HEC-1 INPUT PAGE 51
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1886 KK CCA06
1887 KM COMBINE RCCA05 AND CA06-C
1888 KM PECOS AND CEDAR AVENUE
1889 HC 2
*
1890 KK RCCA06
1891 KM ROUTE CCA06 TO CCA08
1892 KM FACILITY = CEDAR AVENUE CHANNEL
1893 KM FACILITY # = CACH 0081,0127,0129,0146,0148
1894 KM LINING = CONCRETE
1895 RD 4634 0.0026 0.015 0 TRAP 10 0
*
1896 KK CA08-C
1897 BA 0.256
1898 PB 2.77
1899 LS 0 90.8
1900 UD 0.400
*
1901 KK CCA08-C
1902 KM COMBINE RCCA06 AND CA08-C
1903 KM CEDAR AVENUE AND LAMB
1904 HC 2
*
1905 KKRCCA08-C
1906 KM ROUTE CCA08 TO CCA10-C
1907 KM FACILITY = CEDAR AVENUE CHANNEL
1908 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079
1909 KM LINING = CONCRETE
1910 RD 4386 0.0037 0.015 0 TRAP 10 0
*
1911 KK CA10-C
1912 BA 0.192
1913 PB 2.77
1914 LS 0 90.3
1915 UD 0.433
*
1916 KK CCA10-C
1917 KM COMBINE RCCA08-C AND CA10-C
1918 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH
1919 HC 2
*
1920 KKCCCA10-C
1921 KM COMBINE RCBN15-C AND CCA10-C
1922 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH
1923 HC 2
*
1 HEC-1 INPUT PAGE 52
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1924 KKRCCCA10C
1925 KM ROUTE CCCA10-C TO CCST03-C
1926 KM FACILITY = LAS VEGAS WASH MIDDLE
1927 KM FACILITY # = LVMD 1119,1121
1928 KM LINING = CONCRETE
1929 RD 1520 0.002 0.015 0 TRAP 90 1
*
1930 KK ST01-C
1931 BA 0.246
1932 PB 2.77
1933 LS 0 90.2
1934 UD 0.478
*
1935 KK RST01-C
1936 KM ROUTE ST01-C TO CST03-C
1937 KM STEWART
1938 RD 4700 0.0032 0.016 0 TRAP 0 50
*
1939 KK ST03-C
1940 BA 0.221
1941 PB 2.77
1942 LS 0 89.4
1943 UD 0.511
*
1944 KK CST03-C
1945 KM COMBINE RST01-C AND ST03-C
1946 KM STEWART AND LAS VEGAS WASH
1947 HC 2
*
1948 KKCCST03-C
1949 KM COMBINE RCCCA10C AND CST03-C
1950 KM STEWART AND LAS VEGAS WASH
1951 HC 2
*
1952 KKRCCST03C
1953 KM ROUTE CCST03-C TO CCCH77-C
1954 KM FACILITY = LAS VEGAS WASH MIDDLE
1955 KM FACILITY # = LVMD 1069,1071
1956 KM LINING = CONCRETE
1957 RD 2707 0.0043 0.015 0 TRAP 90 1.5
*
1958 KK CH70-C
1959 BA 0.260
1960 PB 2.77
1961 LS 0 90.5
1962 UD 0.435
*
1 HEC-1 INPUT PAGE 53
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1963 KK CH73
1964 BA 0.141
1965 PB 2.77
1966 LS 0 90.9
1967 UD 0.140
*
1968 KK CCH73-C
1969 KM COMBINE CH70-C AND CH73
1970 KM CHARLESTON AND US 95
1971 HC 2
*
1972 KK RCH73
1973 KM ROUTE CCH73 TO CCH75-C
1974 KM CHARLESTON
1975 RD 3300 0.0061 0.016 0 TRAP 0 50
*
1976 KK CH75-C
1977 BA 0.356
1978 PB 2.77
1979 LS 0 90.3
1980 UD 0.517
*
1981 KK CCH75-C
1982 KM COMBINE RCH73 AND CH75-C
1983 KM LAMB AND CHARLESTON
1984 HC 2
*
1985 KK CH76
1986 BA 0.138
1987 PB 2.77
1988 LS 0 92.6
1989 UD 0.339
*
1990 KK CCH76
1991 KM COMBINE CH76 AND CCH75-C
1992 KM LAMB AND CHARLESTON
1993 HC 2
*
1994 KK RCCH76
1995 KM ROUTE CCH76 TO CCH77-C
1996 KM FACILITY = LAS VEGAS WASH - CHARLESTON
1997 KM FACILITY # = LVCA 0000
1998 KM LINING = RCB
1999 RD 4600 0.003 0.015 0 TRAP 12 0
*
1 HEC-1 INPUT PAGE 54
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2000 KK CH77-C
2001 BA 0.448
2002 PB 2.77
2003 LS 0 90.1
2004 UD 0.517
*
2005 KK CCH77-C
2006 KM COMBINE RCCH76 AND CH77-C
2007 KM CHARLESTON FLOW @ LAS VEGAS WASH
2008 HC 2
*
2009 KKCCCH77-C
2010 KM COMBINE RCCST03C AND CCH77-C
2011 KM CHARLESTON BLVD @ LAS VEGAS WASH
2012 HC 2
*
2013 KK RCCCH73
2014 KM ROUTE CCCH73 TO CCNEL06
2015 KM FACILITY = LAS VEGAS WASH MIDDLE
2016 KM FACILITY # = LVMD 1054
2017 KM LINING = CONCRETE
2018 RD 860 0.005 0.015 0 TRAP 120 0
*
2019 KK CH91-C
2020 BA 0.128
2021 PB 2.77
2022 LS 0 94.2
2023 UD 0.257
*
2024 KK RCH91-C
2025 KM ROUTE CH91-C TO CCH92-C
2026 KM COLORADO AVENUE
2027 RD 4100 0.0134 0.016 0 TRAP 0 50
*
2028 KK CH92-C
2029 BA 0.223
2030 PB 2.77
2031 LS 0 89.7
2032 UD 0.336
*
2033 KK CCH92-C
2034 KM COMBINE RCH91-C AND CH92-C
2035 KM COLORADO AND US 95
2036 HC 2
*
1 HEC-1 INPUT PAGE 55
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2037 KK RCH92-C
2038 KM ROUTE CCH92-C TO CCH94
2039 KM FACILITY = COLORADO AVENUE SYSTEM
2040 KM FACILITY # = LVCO 0106,0109
2041 KM LINING = RCB
2042 RD 2941 0.0067 0.015 0 TRAP 10 0
*
2043 KK CH93
2044 BA 0.266
2045 PB 2.77
2046 LS 0 88.0
2047 UD 0.344
*
2048 KK RCH93
2049 KM ROUTE CH93 TO CCH94
2050 KM WYOMING
2051 RD 3800 0.004 0.016 0 TRAP 0 50
*
2052 KK CH94
2053 BA 0.363
2054 PB 2.77
2055 LS 0 84.0
2056 UD 0.522
*
2057 KK CCH94
2058 KM COMBINE RCH93 AND CH94
2059 KM COLORADO AND LAMB
2060 HC 2
*
2061 KK CCCH94
2062 KM COMBINE RCH92-C AND CCH94
2063 KM COLORADO AND LAMB
2064 HC 2
*
2065 KK RCCCH94
2066 KM ROUTE CCH94 TO CNEL06
2067 KM FACILITY = COLORADO AVENUE SYSTEM
2068 KM FACILITY # = LVCO 0000,0012,0064
2069 KM LINING = RCB
2070 RD 5344 0.0024 0.015 0 TRAP 10 0
*
2071 KK NEL06-C
2072 BA 0.323
2073 PB 2.77
2074 LS 0 88.2
2075 UD 0.483
*
1 HEC-1 INPUT PAGE 56
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2076 KK CNEL06
2077 KM COMBINE RCCH94 AND NEL06
2078 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH
2079 HC 2
*
2080 KK CCNEL06
2081 KM COMBINE RCCNEL04 AND CNEL06
2082 KM LAS VEGAS WASH AND COLORADO AVE.
2083 HC 2
*
2084 KK DSAHARA
2085 KM RETRIEVE DSAHARA
2086 DR DSAHARA
*
2087 KKRDSAHARA
2088 KM ROUTE DSAHARA TO CSA10-1
2089 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2090 KM FACILITY # = BHSA 0331
2091 KM LINING = RCB
2092 RD 2000 0.01 0.015 0 TRAP 14 0
*
2093 KK SA10-2
2094 BA 0.204
2095 PB 2.77
2096 LS 0 91.9
2097 UD 0.633
*
2098 KK SA10-1
2099 BA 0.277
2100 PB 2.77
2101 LS 0 92.6
2102 UD 0.611
*
2103 KK CSA10-1
2104 KM COMBINE SA10-1 AND SA10-2
2105 KM NEAR SAHARA AND UPRR
2106 HC 2
*
2107 KKRCSA10-1
2108 KM ROUTE CSA10-1 TO CCH50
2109 KM FACILITY = FREEWAY CHANNEL BYPASS FACILITY
2110 KM FACILITY # = FWUP 0100, 0059
2111 KM LINING = RCB
2112 RD 3375 0.004 0.015 0 TRAP 10 0
*
1 HEC-1 INPUT PAGE 57
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2113 KK CH50
2114 BA 0.258
2115 PB 2.77
2116 LS 0 94.3
2117 UD 0.544
*
2118 KK CCH50
2119 KM COMBINE CSA10-1 AND CH50
2120 KM WESTERN AND WYOMING
2121 HC 2
*
2122 KK CCCH50
2123 KM COMBINE DSAHARA AND CCH50
2124 KM WESTERN AND WYOMING
2125 HC 2
*
2126 KK RCCCH50
2127 KM ROUTE CCCH50 TO CH51
2128 KM FACILITY = ST LOUIS AVENUE
2129 KM LINING = RCB
2130 RD 3950 0.006 0.015 0 TRAP 14 0
*
2131 KK CH51
2132 BA 0.237
2133 PB 2.77
2134 LS 0 92.5
2135 UD 0.467
*
2136 KK CCH51
2137 KM COMBINE CCCH50 AND CH51
2138 KM LAS VEGAS BLVD AND ST LOUIS AVE
2139 HC 2
*
2140 KK RCH51
2141 KM ROUTE CH51 TO FR01A
2142 KM FACILITY = ST LOUIS AVENUE
2143 KM LINING = RCB
2144 RD 5250 0.006 0.015 0 TRAP 14 0
*
2145 KK FR01A
2146 BA 0.177
2147 PB 2.77
2148 LS 0 91.3
2149 UD 0.499
*
1 HEC-1 INPUT PAGE 58
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2150 KK CFR01A
2151 KM COMBINE CH51 AND FR01A
2152 KM MARYLAND PKWY AND ST LOUIS AVE
2153 HC 2
*
2154 KK RCFR01A
2155 KM ROUTE CFR01A TO FR02C
2156 KM FACILITY = ST LOUIS AVENUE
2157 KM LINING = RCB
2158 RD 5285 0.021 0.015 0 TRAP 14 0
*
2159 KK FR02C
2160 BA 0.258
2161 PB 2.77
2162 LS 0 87.1
2163 UD 0.375
*
2164 KK CFR02C
2165 KM COMBINE RCFR01A AND FR02C
2166 KM EASTERN AND ST LOUIS AVE
2167 HC 2
*
2168 KK RFR02C
2169 KM ROUTE CFR02 TO CSA16B
2170 KM FACILITY = ST LOUIS AVE, MCLEOD ST
2171 KM LINING = RCB
2172 RD 4000 0.010 0.015 0 TRAP 10 0
*
2173 KK SA11
2174 BA 0.395
2175 PB 2.77
2176 LS 0 94.9
2177 UD 0.511
*
2178 KK RCSA11
2179 KM ROUTE CSA11 TO CSA13-CB
2180 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2181 KM FACILITY # = BHSA 0175
2182 KM LINING = RCB
2183 RD 3030 0.0067 0.015 0 TRAP 14 0
*
2184 KK SA13-CB
2185 BA 0.115
2186 PB 2.77
2187 LS 0 93.7
2188 UD 0.328
*
1 HEC-1 INPUT PAGE 59
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2189 KKCSA13-CB
2190 KM COMBINE RSA11 AND SA13-CB
2191 KM MARYLAND PARKWAY AND SAHARA
2192 HC 2
*
2193 KKRCSA13-CB
2194 KM ROUTE CSA13-CB TO CFR01B
2195 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2196 KM FACILITY # = BHSA 0175
2197 KM LINING = RCB
2198 RD 1670 0.0067 0.015 0 TRAP 14 0
*
2199 KK FR01B
2200 BA 0.067
2201 PB 2.77
2202 LS 0 93.1
2203 UD 0.313
*
2204 KK CFR01B
2205 KM COMBINE RCSA13-CB AND FR01B
2206 KM 10TH STREET AND SAHARA
2207 HC 2
*
2208 KK RCFR01B
2209 KM ROUTE CFR01B TO CSA13-CC
2210 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2211 KM FACILITY # = BHSA 0175
2212 KM LINING = RCB
2213 RD 1315 0.0067 0.015 0 TRAP 14 0
*
2214 KK SA13-CC
2215 BA 0.110
2216 PB 2.77
2217 LS 0 94.6
2218 UD 0.319
*
2219 KKCSA13-CC
2220 KM COMBINE RCFR01B AND SA13-CC
2221 KM MARYLAND PARKWAY AND SAHARA
2222 HC 2
*
2223 KKRCSA13-CC
2224 KM ROUTE CSA13-CC TO CFR02A
2225 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2226 KM FACILITY # = BHSA 0075
2227 KM LINING = RCB
2228 RD 1330 0.0211 0.015 0 TRAP 12 0
*
1 HEC-1 INPUT PAGE 60
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2229 KK FR02A
2230 BA 0.114
2231 PB 2.77
2232 LS 0 90.9
2233 UD 0.275
*
2234 KK CFR02A
2235 KM COMBINE RCSA13-CC AND FR02A
2236 KM 15TH STREET AND SAHARA
2237 HC 2
*
2238 KK RCFR02A
2239 KM ROUTE CFR02A TO CFR02B
2240 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2241 KM FACILITY # = BHSA 0075
2242 KM LINING = RCB
2243 RD 1240 0.0211 0.015 0 TRAP 12 0
*
2244 KK FR02B
2245 BA 0.042
2246 PB 2.77
2247 LS 0 86.2
2248 UD 0.152
*
2249 KK CFR02B
2250 KM COMBINE RCFR02A AND FR02B
2251 KM 17TH STREET AND SAHARA
2252 HC 2
*
2253 KK SA14A
2254 BA 0.127
2255 PB 2.77
2256 LS 0 90.7
2257 UD 0.228
*
2258 KK CSA14A
2259 KM COMBINE CFR02B AND SA14A
2260 KM SPENCER AND SAHARA
2261 HC 2
*
2262 KK RCSA14A
2263 KM ROUTE CSA14A TO CSA14B
2264 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2265 KM FACILITY # = BHSA 0075
2266 KM LINING = RCB
2267 RD 1300 0.0211 0.015 0 TRAP 12 0
*
1 HEC-1 INPUT PAGE 61
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2268 KK SA13-CA
2269 BA 0.245
2270 PB 2.77
2271 LS 0 94.5
2272 UD 0.631
*
2273 KKRSA13-CA
2274 KM ROUTE SA13-CA TO CFW40A
2275 KM FACILITY = KAREN AVE
2276 RD 4070 0.0214 0.016 0 TRAP 0 50
*
2277 KK FW40A
2278 BA 0.118
2279 PB 2.77
2280 LS 0 85.1
2281 UD 0.264
*
2282 KK CFW40A
2283 KM COMBINE RSA13-CA AND FW40A
2284 KM BURNHAM AND KAREN
2285 HC 2
*
2286 KK DFW40AN
2287 KM FLOW SPLIT AT BURNHAM/KAREN
2288 KM DIVERTED FLOW CONTINUES IN KAREN
2289 DT DFW40AE
2290 DI 0 100 200 300
2291 DQ 0 82 164 246
*
2292 KKRDFW40AN
2293 KM ROUTE DFW40AN TO CSA14B
2294 KM FACILITY = BURNHAM AVE
2295 RD 1250 0.0080 0.016 0 TRAP 0 50
*
2296 KK SA14B
2297 BA 0.058
2298 PB 2.77
2299 LS 0 90.9
2300 UD 0.175
*
2301 KK CSA14B
2302 KM COMBINE RCSA14A, RDFW40AN AND SA14B
2303 KM BURNHAM AND SAHARA
2304 HC 3
*
1 HEC-1 INPUT PAGE 62
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2305 KK RCSA14B
2306 KM ROUTE CSA14B TO CSA14C
2307 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2308 KM FACILITY # = BHSA 0075
2309 KM LINING = RCB
2310 RD 1325 0.0211 0.015 0 TRAP 12 0
*
2311 KK SA14C
2312 BA 0.060
2313 PB 2.77
2314 LS 0 93.2
2315 UD 0.179
*
2316 KK CSA14C
2317 KM COMBINE RCSA14B AND SA14C
2318 KM EASTERN AND SAHARA
2319 HC 2
*
2320 KK RCSA14C
2321 KM ROUTE CSA14C TO CSA16A
2322 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2323 KM FACILITY # = BHSA 0026
2324 KM LINING = RCB
2325 RD 1300 0.013 0.015 0 TRAP 14 0
*
2326 KK SA16A
2327 BA 0.059
2328 PB 2.77
2329 LS 0 90.9
2330 UD 0.199
*
2331 KK CSA16A
2332 KM COMBINE RCSA14C AND SA16A
2333 KM ATLANTIC AND SAHARA
2334 HC 2
*
2335 KK RCSA16A
2336 KM ROUTE CSA16A TO CSA16B
2337 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2338 KM FACILITY # = BHSA 0026
2339 KM LINING = RCB
2340 RD 1315 0.013 0.015 0 TRAP 14 0
*
1 HEC-1 INPUT PAGE 63
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2341 KK DFW40AE
2342 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN
2343 DR DFW40AE
*
2344 KK FW41A
2345 BA 0.160
2346 PB 2.77
2347 LS 0 84.0
2348 UD 0.337
*
2349 KK CFW41A
2350 KM COMBINE DFW40AE AND FW41A
2351 KM MCLEOD AND KAREN
2352 HC 2
*
2353 KK DFW41AN
2354 KM FLOW SPLIT AT MCLEOD/KAREN
2355 KM DIVERTED FLOW CONTINUES IN KAREN
2356 DT DFW41AE
2357 DI 0 100 200 300 400
2358 DQ 0 63 128 194 260
*
2359 KKRDFW41AN
2360 KM ROUTE DFW41AN TO CSA16B
2361 KM FACILITY = MCLEOD DR
2362 RD 1295 0.0116 0.016 0 TRAP 0 50
*
2363 KK SA16B
2364 BA 0.060
2365 PB 2.77
2366 LS 0 89.6
2367 UD 0.206
*
2368 KK CSA16B
2369 KM COMBINE RFR02C, RCSA16A, RDFW41AN AND SA16B
2370 KM MCLEOD AND SAHARA
2371 HC 4
*
2372 KK RCSA16B
2373 KM ROUTE CSA16B TO CSA16C
2374 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2375 KM FACILITY # = BHSA 0026
2376 KM LINING = RCB
2377 RD 1390 0.013 0.015 0 TRAP 14 0
*
1 HEC-1 INPUT PAGE 64
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2378 KK SA16C
2379 BA 0.065
2380 PB 2.77
2381 LS 0 90.6
2382 UD 0.192
*
2383 KK CSA16C
2384 KM COMBINE RCSA16B AND SA16C
2385 KM SAHARA AND MOJAVE
2386 HC 2
*
2387 KK FR03-B
2388 BA 0.065
2389 PB 2.77
2390 LS 0 90.6
2391 UD 0.192
*
2392 KK CFR03B
2393 KM COMBINE CSA16C AND FR03-B
2394 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET
2395 HC 2
*
2396 KK RCFR03B
2397 KM ROUTE CFR03B TO CCFR03
2398 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2399 KM FACILITY # = BHSA 0000
2400 KM LINING = RCB
2401 RD 1300 0.0079 0.015 0 TRAP 14 0
*
2402 KK CH52-C
2403 BA 0.311
2404 PB 2.77
2405 LS 0 94.8
2406 UD 0.389
*
2407 KK RCCH52
2408 KM ROUTE CH52 TO CCH56
2409 KM FACILITY = FLAMINGO - BOULDER NORTH
2410 KM FACILITY # = FLBN 0281
2411 KM LINING = RCB
2412 RD 2000 0.0133 0.015 0 TRAP 10 0
*
1 HEC-1 INPUT PAGE 65
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2413 KK CH56-A
2414 BA 0.140
2415 PB 2.77
2416 LS 0 92.4
2417 UD 0.362
*
2418 KK CCH56A
2419 KM COMBINE RCCH52 AND CH56-A
2420 KM CHARLESTON AND 10TH ST
2421 HC 2
*
2422 KK RCCH56A
2423 KM ROUTE CCH56A TO CCH56B
2424 KM FACILITY = FLAMINGO - BOULDER NORTH
2425 KM FACILITY # = FLBN 0281
2426 KM LINING = RCB
2427 RD 1100 0.0133 0.015 0 TRAP 10 0
*
2428 KK CH56-B
2429 BA 0.244
2430 PB 2.77
2431 LS 0 90.0
2432 UD 0.492
*
2433 KK DFLAM
2434 KM RETRIEVE DFLAM
2435 DR DFLAM
*
2436 KK RDFLAM
2437 KM ROUTE DFLAM TO CCH60A
2438 KM FACILITY = FLAMINGO - MARYLAND PARKWAY
2439 KM FACILITY # = FLMP 0000
2440 KM LINING = RCB
2441 RD 5300 0.0049 0.015 0 TRAP 8 0
*
2442 KK CH60-A
2443 BA 0.377
2444 PB 2.77
2445 LS 0 91.8
2446 UD 0.440
*
2447 KK CCH60A
2448 KM COMBINE RDFLAM AND CH60-A
2449 HC 2
*
1 HEC-1 INPUT PAGE 66
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2450 KK CCH56B
2451 KM COMBINE RCCH56A, CH56-B, AND CCH60A
2452 KM MARYLAND PARKWAY AND CHARLESTON
2453 HC 3
*
2454 KK RCCH56B
2455 KM ROUTE CCH56B TO CCH63-A
2456 KM FACILITY = FLAMINGO - BOULDER NORTH
2457 KM FACILITY # = FLBN 0205
2458 KM LINING = RCB
2459 RD 1200 0.023 0.015 0 TRAP 10 0
*
2460 KK CH63-A
2461 BA 0.112
2462 PB 2.77
2463 LS 0 89.7
2464 UD 0.245
*
2465 KK CCH63A
2466 KM COMBINE RCCH56B AND CH63-A
2467 KM CHARLESTON AND 15TH ST
2468 HC 2
*
2469 KK RCCH63A
2470 KM ROUTE CCH63A TO CCH63B
2471 KM FACILITY = FLAMINGO - BOULDER NORTH
2472 KM FACILITY # = FLBN 0205
2473 KM LINING = RCB
2474 RD 2800 0.023 0.015 0 TRAP 10 0
*
2475 KK CH63-B
2476 BA 0.153
2477 PB 2.77
2478 LS 0 90.4
2479 UD 0.172
*
2480 KK CCH63B
2481 KM COMBINE RCCH63A AND CH63-B
2482 KM CHARLESTON AND BURNHAM
2483 HC 2
*
2484 KK RCCH63B
2485 KM ROUTE CCH63B TO CCH68A
2486 KM FACILITY = FLAMINGO - BOULDER NORTH
2487 KM FACILITY # = FLBN 0180
2488 KM LINING = RCB
2489 RD 1900 0.0131 0.015 0 TRAP 20 0
*
1 HEC-1 INPUT PAGE 67
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2490 KK CH68-A
2491 BA 0.294
2492 PB 2.77
2493 LS 0 90.2
2494 UD 0.367
*
2495 KK CCH68A
2496 KM COMBINE RCCH63B AND CH68-A
2497 KM CHARLESTON AND BOULDER HIGHWAY
2498 HC 2
*
2499 KK RCCH68A
2500 KM ROUTE CCH68A TO CCH67A
2501 KM FACILITY = FLAMINGO - BOULDER NORTH
2502 KM FACILITY # = FLBN 0038
2503 KM LINING = RCB
2504 RD 960 0.0059 0.015 0 TRAP 15 0
*
2505 KK CH67-A
2506 BA 0.333
2507 PB 2.77
2508 LS 0 86.0
2509 UD 0.359
*
2510 KK CCH67A
2511 KM COMBINE RCCH68A AND CH67-A
2512 HC 2
*
2513 KK RCCH67A
2514 KM ROUTE CCH67A TO CFR04
2515 KM FACILITY = FLAMINGO - BOULDER NORTH
2516 KM FACILITY # = FLBN 0038
2517 KM LINING = RCB
2518 RD 4340 0.0059 0.015 0 TRAP 15 0
*
2519 KK CH64-A
2520 BA 0.297
2521 PB 2.77
2522 LS 0 90.0
2523 UD 0.527
*
2524 KK RCH64-A
2525 KM ROUTE CH64-A TO CFR04A
2526 KM OAKEY TO BOULDER HIGHWAY
2527 RD 7100 0.018 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 68
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2528 KK FR04-A
2529 BA 0.255
2530 PB 2.77
2531 LS 0 87.8
2532 UD 0.343
*
2533 KK CFR04A
2534 KM COMBINE RCH64 AND FR04-A
2535 HC 2
*
2536 KK CCFR04A
2537 KM COMBINE RCCH67A AND CFR04A
2538 KM OAKEY AND BOULDER HIGHWAY
2539 HC 2
*
2540 KKRCCFR04A
2541 KM ROUTE CCFR04A TO CCFR03A
2542 KM FACILITY = FLAMINGO - BOULDER NORTH
2543 KM FACILITY # = FLBN 0038
2544 KM LINING = RCB
2545 RD 1800 0.0059 0.015 0 TRAP 15 0
*
2546 KK FR03-A
2547 BA 0.233
2548 PB 2.77
2549 LS 0 84.8
2550 UD 0.361
*
2551 KK CFR03A
2552 KM COMBINE RCCFR04A AND FR03-A
2553 KM BOULDER HIGHWAY AND ST. LOUIS
2554 HC 2
*
2555 KK RCFR03A
2556 KM ROUTE CFR03A TO CFR03C
2557 KM FACILITY = FLAMINGO - BOULDER NORTH
2558 KM FACILITY # = FLBN 0038
2559 KM LINING = RCB
2560 RD 2000 0.0059 0.015 0 TRAP 15 0
*
2561 KK FR03-C
2562 BA 0.036
2563 PB 2.77
2564 LS 0 92.0
2565 UD 0.230
*
1 HEC-1 INPUT PAGE 69
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2566 KK CCFR03
2567 KM COMBINE RCFR03B, RCFR03A AND FR03-C
2568 KM BOULDER HIGHWAY AND SAHARA
2569 HC 3
*
2570 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
49 FW01
V
V
62 RFW1
.
.
66 . FW02
. .
. .
71 CFW2............
V
V
75 RCFW2
.
.
79 . FW03
. .
. .
84 CFW3............
V
V
88 RCFW3
.
.
94 . FW5
. .
. .
99 CFW5............
.
.
107 .-------> DFW11
103 DFW5
V
V
110 RDFW5
.
.
116 . CE2EA-C
. V
. V
121 . RCE2EA
. .
. .
125 . . R4C1
. . .
. . .
130 CR4C1........................
V
V
134 RCR4C1
.
.
140 . CE2EC
. V
. V
145 . RCE2EC
. .
. .
149 . . CE2ED-C
. . .
. . .
154 . CCE2ED-C............
. .
. .
163 . .-------> DCPS03
158 . DCCE2ED
. V
. V
166 . RDCCE2ED
. .
. .
170 . . CE3FA
. . .
. . .
175 CCE3FA........................
V
V
179 RCCE3FA
.
.
185 . PS01-C
. V
. V
190 . RPS01-C
. .
. .
196 . . PS03
. . .
. . .
201 . CPS03............
. .
. .
205 . . ED01
. . V
. . V
210 . . RED01
. . .
. . .
214 . . . ED02
. . . .
. . . .
219 . . . . ED11
. . . . .
. . . . .
224 . . . . . ED12
. . . . . .
. . . . . .
229 . . . . CED12............
. . . . V
. . . . V
233 . . . . RCED12
. . . . .
. . . . .
237 . . . . . ED13
. . . . . .
. . . . . .
242 . . . . CED13............
. . . . V
. . . . V
246 . . . . RCED13
. . . . .
. . . . .
252 . . CED02........................
. . V
. . V
256 . . RCED02
. . .
. . .
264 . . . .<------- DCPS03
262 . . . DCPS03
. . . V
. . . V
265 . . . RDPS03
. . . .
. . . .
269 . CCPS03........................
. V
. V
273 . RCCPS03
. .
. .
279 . . PS06-C
. . .
. . .
284 . CPS06............
. .
. .
288 CCPS06............
V
V
292 RCCPS06
.
.
298 . FW09
. .
. .
306 . .-------> DSM
303 . DSPM
. V
. V
309 . RDSPM
. .
. .
314 . . CE3FD-C
. . .
. . .
319 . CCE3FD-C............
. V
. V
323 . RCCE3FD
. .
. .
329 CRCPS06............
V
V
333 RCRCPS06
.
.
339 . PS08
. .
. .
344 CPS08............
.
.
348 . ED05-C
. V
. V
353 . RED05-C
. .
. .
357 CCPS08............
V
V
361 RCCPS08
.
.
367 . ED10-C
. .
. .
372 CED10-C............
V
V
376 RCED10-C
.
.
382 . SA06-C
. V
. V
387 . RSA06-C
. .
. .
393 . . SA08
. . .
. . .
398 . CSA08............
. .
. .
402 CCSA08............
.
.
410 .-------> DSAHARA
406 DCCSA08
V
V
413 RCCSA08
.
.
419 . CH14-C
. V
. V
424 . RCH14-C
. .
. .
428 . . OK09-C
. . .
. . .
433 . COK09-C............
. V
. V
437 . RCOK09-C
. .
. .
443 . . OK10
. . .
. . .
448 . COK10............
. V
. V
452 . RCOK10
. .
. .
458 . . OK11-C
. . .
. . .
463 . 1COK11C............
. .
. .
467 COK11C............
V
V
471 RCOK11C
.
.
477 . WAL1
. V
. V
482 . RWAL1
. .
. .
486 . . WAL2
. . .
. . .
491 . CWAL2............
. .
. .
494 CCWAL2............
V
V
498 RCCWAL2
.
.
504 . CH15-C
. V
. V
509 . RCH15-C
. .
. .
513 . . CH18-C
. . .
. . .
518 . CCH18-C............
. V
. V
522 . RCCH18-C
. .
. .
528 . . AL92
. . .
. . .
537 . . .-------> DAL93
533 . . DAL92
. . V
. . V
540 . . RDAL92
. . .
. . .
544 . . . AL95-C
. . . .
. . . .
549 . . CAL95............
. . V
. . V
553 . . RCAL95-C
. . .
. . .
559 . CCCH18-C............
. V
. V
563 . RCCCH18C
. .
. .
569 . . CH22-C
. . .
. . .
574 . CCH22............
. .
. .
578 CCCH22............
V
V
582 RCCCH22
.
.
588 . AL96-C
. .
. .
593 CAL96............
V
V
597 RCAL96
.
.
605 . .<------- DAL93
603 . DAL93
. V
. V
606 . RDAL93
. .
. .
610 . . AL93-C
. . .
. . .
615 CAL93........................
.
.
619 . 1-GOLF
. V
. V
624 . R1-GOLF
. .
. .
628 . . 2a-OAK-C
. . .
. . .
633 . C2a-OAK............
. V
. V
637 . RC2a-OAK
. .
. .
641 . . 3-ELP-C
. . .
. . .
646 . C3-ELP-C............
. V
. V
650 . RC3-ELPC
. .
. .
656 . . 3a-OAK-C
. . .
. . .
661 . C3a-OAKC............
. V
. V
665 . RC3aOAKC
. .
. .
671 . . 3-HOLM-C
. . V
. . V
676 . . R3-HOLMC
. . .
. . .
682 . . . 5-OAK-C
. . . .
. . . .
687 . . C5-OAK-C............
. . .
. . .
691 . OAKEYIN............
. V
. V
696 . OAKEYDB
. V
. V
717 . OAKEYOT
. .
. .
723 . . SA01-C
. . V
. . V
728 . . RSA01-C
. . .
. . .
732 . . . SA05
. . . .
. . . .
737 . . CSA05............
. . V
. . V
741 . . RCSA05
. . .
. . .
747 . . . SA06
. . . .
. . . .
752 . . CSA06............
. . .
. . .
756 . . . OK06-C
. . . V
. . . V
761 . . . ROK06-C
. . . .
. . . .
765 . . . . OK07
. . . . .
. . . . .
770 . . COK07........................
. . V
. . V
774 . . RCOK07
. . .
. . .
780 . . . OK03-C
. . . V
. . . V
785 . . . ROK03-C
. . . .
. . . .
789 . . . . OK04-C
. . . . .
. . . . .
794 . . COK04-C........................
. . V
. . V
798 . . RCOK04-C
. . .
. . .
804 . . . OK08
. . . .
. . . .
809 . . COK08............
. . .
. . .
813 . CCOK08............
. V
. V
817 . RCCOK08
. .
. .
823 . . CH04-C
. . V
. . V
828 . . RCH04-C
. . .
. . .
834 . . . CH05-C
. . . .
. . . .
839 . . CCH05-C............
. . V
. . V
843 . . RCCH05-C
. . .
. . .
849 . . . CH09-C
. . . .
. . . .
854 . . CCH09-C............
. . V
. . V
858 . . RCCH09-C
. . .
. . .
864 . . . CH10
. . . .
. . . .
869 . . CCH10............
. . V
. . V
873 . . RCCH10
. . .
. . .
879 . . . OK12
. . . .
. . . .
884 . COK12........................
. V
. V
888 . RCOK12
. .
. .
894 . . CH14B
. . .
. . .
899 . CCH14B............
. V
. V
903 . RCCH14B
. .
. .
909 . . OK13
. . .
. . .
914 . COK13............
. V
. V
918 . RCOK13
. .
. .
924 . . R1
. . V
. . V
929 . . PR1
. . V
. . V
938 . . RPR1
. . .
. . .
942 . . . R3
. . . .
. . . .
947 . . . . R2
. . . . .
. . . . .
952 . . CR2........................
. . .
. . .
960 . . .-------> DAL00A
956 . . DCR2
. . V
. . V
963 . . RDCR2
. . .
. . .
969 . . . AL01A
. . . .
. . . .
974 . . CAL01A............
. . V
. . V
978 . . RCAL01A
. . .
. . .
984 . . . US
. . . .
. . . .
989 . . CUS............
. . .
. . .
993 . . . AL04-C
. . . V
. . . V
998 . . . RAL04-C
. . . .
. . . .
1004 . . CCUS............
. . V
. . V
1008 . . RCCUS
. . .
. . .
1014 . . . AL05-C
. . . .
. . . .
1019 . . . . GS
. . . . .
. . . . .
1028 . . . . .-------> DGSR
1024 . . . . DGS
. . . . .
. . . . .
1031 . . CAL05-C........................
. . V
. . V
1035 . . RCAL05-C
. . .
. . .
1041 . . . BR3
. . . .
. . . .
1046 . . CBR3............
. . V
. . V
1050 . . RCBR3
. . .
. . .
1056 . . . AL09-C
. . . V
. . . V
1061 . . . RAL09-C
. . . .
. . . .
1067 . . . . .<------- DGSR
1065 . . . . DGSR
. . . . V
. . . . V
1068 . . . . RDGSR
. . . . .
. . . . .
1072 . . . . . AL11-C
. . . . . .
. . . . . .
1077 . . CAL11-C....................................
. . V
. . V
1081 . . RCAL11-C
. . .
. . .
1087 . . . AL10-C
. . . .
. . . .
1092 . . CAL10-C............
. . V
. . V
1096 . . RCAL10-C
. . .
. . .
1102 . . . AL13-3
. . . .
. . . .
1107 . . CAL13-3............
. . .
. . .
1111 . . . AL14
. . . V
. . . V
1116 . . . RAL14
. . . .
. . . .
1120 . . . . AL16
. . . . .
. . . . .
1125 . . 1CAL16........................
. . .
. . .
1129 . . . AL09
. . . V
. . . V
1134 . . . RAL09
. . . .
. . . .
1138 . . . . CH14A
. . . . .
. . . . .
1143 . . . CCH14A............
. . . V
. . . V
1147 . . . RCCH14A
. . . .
. . . .
1153 . . CAL16............
. . V
. . V
1157 . . RCAL16
. . .
. . .
1163 . CCAL16............
. V
. V
1167 . RCCAL16
. .
. .
1173 . . AL90-C
. . .
. . .
1178 . CAL90-C............
. V
. V
1181 . RCAL90-C
. .
. .
1187 . . MEDB
. . .
. . .
1192 . MEADOWIN............
. V
. V
1197 . MEADOWDB
. V
. V
1221 . MEADOWOT
. .
. .
1229 . . .<------- DAL00A
1227 . . DAL00A
. . V
. . V
1230 . . RDAL00A
. . .
. . .
1236 . . . AL00A
. . . .
. . . .
1241 . . . . AL00A-C
. . . . .
. . . . .
1246 . . RAINBWIN........................
. . V
. . V
1250 . . RAINBWDB
. . V
. . V
1273 . . RAINBWOT
. . .
. . .
1279 . . . LC01-C
. . . .
. . . .
1284 . . CLC01-C............
. . V
. . V
1288 . . RCLC01-C
. . .
. . .
1294 . . . WA02-C
. . . .
. . . .
1299 . . CWA02-C............
. . .
. . .
1303 . . . AL01B-C
. . . .
. . . .
1308 . . CCWA02-C............
. . V
. . V
1312 . . RCCWA02C
. . .
. . .
1318 . . . LC11-C
. . . .
. . . .
1323 . . CLC11-C............
. . V
. . V
1327 . . RCLC11-C
. . .
. . .
1333 . . . LC14-C
. . . .
. . . .
1338 . . CLC14-C............
. . .
. . .
1342 . . . WA10-C
. . . .
. . . .
1351 . . . .-------> WA10NW
1347 . . . WA10D
. . . V
. . . V
1354 . . . RWA10D
. . . .
. . . .
1360 . . CCLC14-C............
. . V
. . V
1364 . . RCCLC14
. . .
. . .
1370 . CRMEDET............
. V
. V
1374 . RCRMEDET
. .
. .
1380 . . LC16-C
. . .
. . .
1385 . . . OG011AC2
. . . .
. . . .
1394 . . . .-------> OG011D
1390 . . . OG011AD
. . . V
. . . V
1397 . . . ROG011AD
. . . .
. . . .
1401 . . . . WA01-C
. . . . .
. . . . .
1406 . . . CWA01-C............
. . . V
. . . V
1410 . . . RWA01
. . . .
. . . .
1414 . . . . WA04-C
. . . . .
. . . . .
1419 . . . CWA04-C............
. . . V
. . . V
1423 . . . RCWA04
. . . .
. . . .
1429 . . . . WA09-C
. . . . .
. . . . .
1434 . . . CWA09-C............
. . . V
. . . V
1438 . . . RCWA09
. . . .
. . . .
1446 . . . . .<------- WA10NW
1444 . . . . WA10NW
. . . . .
. . . . .
1447 . . . CWA10NW............
. . . V
. . . V
1451 . . . RCWA10NW
. . . .
. . . .
1457 . . . . WA13-C
. . . . .
. . . . .
1462 . . . CWA13-C............
. . . .
. . . .
1469 . . . .-------> WA13NW
1466 . . . WA13D
. . . V
. . . V
1472 . . . RWA13D
. . . .
. . . .
1478 . . CLC16-C............
. . .
. . .
1482 . CCLC16-C............
. V
. V
1486 . RCCLC16
. .
. .
1492 . . LC20-C
. . .
. . .
1497 . CLC20-C............
. V
. V
1501 . RCLC20-C
. .
. .
1507 CCAL93............
V
V
1511 RCCAL93
.
.
1517 . LC21
. .
. .
1522 CLC21............
.
.
1530 .-------> DLVOE
1526 DCLC21
V
V
1533 RDCLC21
.
.
1539 . V1-C
. .
. .
1544 . . CH59-C
. . .
. . .
1554 . . .-------> DFLAM
1549 . . DCH59-C
. . .
. . .
1561 . . .-------> DBN03
1557 . . DDCH59-C
. . V
. . V
1564 . . RDDCH59
. . .
. . .
1569 CV1-C........................
V
V
1573 RCV1-C
.
.
1579 . X-C1
. .
. .
1584 CX-C1............
V
V
1588 RCX-C1
.
.
1594 . M
. V
. V
1599 . RM
. .
. .
1603 . . N-C
. . .
. . .
1608 CN-C........................
V
V
1612 RCN-C
.
.
1618 . P-C
. .
. .
1623 CP-C............
V
V
1627 RCP-C
.
.
1633 . Q-C
. .
. .
1638 CQ-C............
V
V
1642 RCQ-C
.
.
1648 . LVW01-C
. .
. .
1653 CLVW01-C............
.
.
1659 . .<------- DLVOE
1657 . DLVOE
. V
. V
1660 . RDLVOE
. .
. .
1666 . . H-C1
. . .
. . .
1671 . CH-C1............
. V
. V
1675 . RCH-C1
. .
. .
1681 . . E-C
. . .
. . .
1686 . CE-C............
. V
. V
1690 . RCE-C
. .
. .
1696 . . G
. . .
. . .
1701 . CG............
. V
. V
1705 . RCG
. .
. .
1711 . . K-C1
. . .
. . .
1716 . CK-C1............
. V
. V
1720 . RCK-C1
. .
. .
1726 CCLVW01C............
V
V
1730 RCCLVW01
.
.
1736 . BN06-C
. .
. .
1741 . . BN03-C
. . .
. . .
1748 . . . .<------- DBN03
1746 . . . DBN03
. . . V
. . . V
1749 . . . RDBN03
. . . .
. . . .
1753 . CBN03........................
. V
. V
1757 . RCBN03
. .
. .
1763 . . BN08
. . .
. . .
1768 . CBN08............
. V
. V
1772 . RCBN08
. .
. .
1778 . . BN09
. . .
. . .
1783 . CBN09............
. V
. V
1787 . RCBN09
. .
. .
1793 . . BN10-C
. . .
. . .
1798 . CBN10-C............
. V
. V
1802 . RCBN10-C
. .
. .
1808 . . BN12-C
. . .
. . .
1813 . CBN12-C............
. V
. V
1817 . RCBN12-C
. .
. .
1823 . . BN15-C
. . .
. . .
1828 . CBN15-C............
. .
. .
1832 CCBN15-C............
V
V
1836 RCBN15-C
.
.
1842 . CA03
. V
. V
1847 . RCA03
. .
. .
1851 . . CA04-C
. . .
. . .
1856 . CCA04............
. V
. V
1860 . RCCA04
. .
. .
1866 . . CA05
. . .
. . .
1871 . CCA05............
. V
. V
1875 . RCCA05
. .
. .
1881 . . CA06-C
. . .
. . .
1886 . CCA06............
. V
. V
1890 . RCCA06
. .
. .
1896 . . CA08-C
. . .
. . .
1901 . CCA08-C............
. V
. V
1905 . RCCA08-C
. .
. .
1911 . . CA10-C
. . .
. . .
1916 . CCA10-C............
. .
. .
1920 CCCA10-C............
V
V
1924 RCCCA10C
.
.
1930 . ST01-C
. V
. V
1935 . RST01-C
. .
. .
1939 . . ST03-C
. . .
. . .
1944 . CST03-C............
. .
. .
1948 CCST03-C............
V
V
1952 RCCST03C
.
.
1958 . CH70-C
. .
. .
1963 . . CH73
. . .
. . .
1968 . CCH73-C............
. V
. V
1972 . RCH73
. .
. .
1976 . . CH75-C
. . .
. . .
1981 . CCH75-C............
. .
. .
1985 . . CH76
. . .
. . .
1990 . CCH76............
. V
. V
1994 . RCCH76
. .
. .
2000 . . CH77-C
. . .
. . .
2005 . CCH77-C............
. .
. .
2009 CCCH77-C............
V
V
2013 RCCCH73
.
.
2019 . CH91-C
. V
. V
2024 . RCH91-C
. .
. .
2028 . . CH92-C
. . .
. . .
2033 . CCH92-C............
. V
. V
2037 . RCH92-C
. .
. .
2043 . . CH93
. . V
. . V
2048 . . RCH93
. . .
. . .
2052 . . . CH94
. . . .
. . . .
2057 . . CCH94............
. . .
. . .
2061 . CCCH94............
. V
. V
2065 . RCCCH94
. .
. .
2071 . . NEL06-C
. . .
. . .
2076 . CNEL06............
. .
. .
2080 CCNEL06............
.
.
2086 . .<------- DSAHARA
2084 . DSAHARA
. V
. V
2087 . RDSAHARA
. .
. .
2093 . . SA10-2
. . .
. . .
2098 . . . SA10-1
. . . .
. . . .
2103 . . CSA10-1............
. . V
. . V
2107 . . RCSA10-1
. . .
. . .
2113 . . . CH50
. . . .
. . . .
2118 . . CCH50............
. . .
. . .
2122 . CCCH50............
. V
. V
2126 . RCCCH50
. .
. .
2131 . . CH51
. . .
. . .
2136 . CCH51............
. V
. V
2140 . RCH51
. .
. .
2145 . . FR01A
. . .
. . .
2150 . CFR01A............
. V
. V
2154 . RCFR01A
. .
. .
2159 . . FR02C
. . .
. . .
2164 . CFR02C............
. V
. V
2168 . RFR02C
. .
. .
2173 . . SA11
. . V
. . V
2178 . . RCSA11
. . .
. . .
2184 . . . SA13-CB
. . . .
. . . .
2189 . . CSA13-CB............
. . V
. . V
2193 . . RCSA13-C
. . .
. . .
2199 . . . FR01B
. . . .
. . . .
2204 . . CFR01B............
. . V
. . V
2208 . . RCFR01B
. . .
. . .
2214 . . . SA13-CC
. . . .
. . . .
2219 . . CSA13-CC............
. . V
. . V
2223 . . RCSA13-C
. . .
. . .
2229 . . . FR02A
. . . .
. . . .
2234 . . CFR02A............
. . V
. . V
2238 . . RCFR02A
. . .
. . .
2244 . . . FR02B
. . . .
. . . .
2249 . . CFR02B............
. . .
. . .
2253 . . . SA14A
. . . .
. . . .
2258 . . CSA14A............
. . V
. . V
2262 . . RCSA14A
. . .
. . .
2268 . . . SA13-CA
. . . V
. . . V
2273 . . . RSA13-CA
. . . .
. . . .
2277 . . . . FW40A
. . . . .
. . . . .
2282 . . . CFW40A............
. . . .
. . . .
2289 . . . .-------> DFW40AE
2286 . . . DFW40AN
. . . V
. . . V
2292 . . . RDFW40AN
. . . .
. . . .
2296 . . . . SA14B
. . . . .
. . . . .
2301 . . CSA14B........................
. . V
. . V
2305 . . RCSA14B
. . .
. . .
2311 . . . SA14C
. . . .
. . . .
2316 . . CSA14C............
. . V
. . V
2320 . . RCSA14C
. . .
. . .
2326 . . . SA16A
. . . .
. . . .
2331 . . CSA16A............
. . V
. . V
2335 . . RCSA16A
. . .
. . .
2343 . . . .<------- DFW40AE
2341 . . . DFW40AE
. . . .
. . . .
2344 . . . . FW41A
. . . . .
. . . . .
2349 . . . CFW41A............
. . . .
. . . .
2356 . . . .-------> DFW41AE
2353 . . . DFW41AN
. . . V
. . . V
2359 . . . RDFW41AN
. . . .
. . . .
2363 . . . . SA16B
. . . . .
. . . . .
2368 . CSA16B....................................
. V
. V
2372 . RCSA16B
. .
. .
2378 . . SA16C
. . .
. . .
2383 . CSA16C............
. .
. .
2387 . . FR03-B
. . .
. . .
2392 . CFR03B............
. V
. V
2396 . RCFR03B
. .
. .
2402 . . CH52-C
. . V
. . V
2407 . . RCCH52
. . .
. . .
2413 . . . CH56-A
. . . .
. . . .
2418 . . CCH56A............
. . V
. . V
2422 . . RCCH56A
. . .
. . .
2428 . . . CH56-B
. . . .
. . . .
2435 . . . . .<------- DFLAM
2433 . . . . DFLAM
. . . . V
. . . . V
2436 . . . . RDFLAM
. . . . .
. . . . .
2442 . . . . . CH60-A
. . . . . .
. . . . . .
2447 . . . . CCH60A............
. . . . .
. . . . .
2450 . . CCH56B........................
. . V
. . V
2454 . . RCCH56B
. . .
. . .
2460 . . . CH63-A
. . . .
. . . .
2465 . . CCH63A............
. . V
. . V
2469 . . RCCH63A
. . .
. . .
2475 . . . CH63-B
. . . .
. . . .
2480 . . CCH63B............
. . V
. . V
2484 . . RCCH63B
. . .
. . .
2490 . . . CH68-A
. . . .
. . . .
2495 . . CCH68A............
. . V
. . V
2499 . . RCCH68A
. . .
. . .
2505 . . . CH67-A
. . . .
. . . .
2510 . . CCH67A............
. . V
. . V
2513 . . RCCH67A
. . .
. . .
2519 . . . CH64-A
. . . V
. . . V
2524 . . . RCH64-A
. . . .
. . . .
2528 . . . . FR04-A
. . . . .
. . . . .
2533 . . . CFR04A............
. . . .
. . . .
2536 . . CCFR04A............
. . V
. . V
2540 . . RCCFR04A
. . .
. . .
2546 . . . FR03-A
. . . .
. . . .
2551 . . CFR03A............
. . V
. . V
2555 . . RCFR03A
. . .
. . .
2561 . . . FR03-C
. . . .
. . . .
2566 . CCFR03........................
(***) RUNOFF ALSO COMPUTED AT THIS LOCATION
1***************************************** ***************************************
* * * *
* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *
* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *
* VERSION 4.1 * * 609 SECOND STREET *
* * * DAVIS, CALIFORNIA 95616 *
* RUN DATE 28JUL10 TIME 12:52:08 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY
DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS
PREPARED FOR CITY OF LAS VEGAS
INPUT FILE NAME = STL3.DAT INPUT FILE DATE = JULY 2010
HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:
CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE
CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)
RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT
INPUT FILE = SW3.DAT
INPUT FILE DATE = MAY 2008
DESIGN STORM = 100-YEAR 6-HR STORM
STORM DISTRIBUTION = SDN #3
MODELED BY PBS&J (BRIAN ROWLEY, E.I., CFM)
CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)
STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)
REFERENCED HYDROLOGIC MODELS:
CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)
PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)
FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)
HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)
AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)
US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
(VTN NEVADA, MAY 2003)
MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)
OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)
MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)
OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)
JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
AREA DARF
SQ. MI.
0-0.5 0.99
0.5-1 0.975
1-2 0.95
2-3 0.925
3-4 0.915
4-5 0.908
5-6 0.903
6-7 0.895
7-8 0.885
46 IO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 5 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 300 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0055 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL .08 HOURS
TOTAL TIME BASE 24.92 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
JP MULTI-PLAN OPTION
NPLAN 1 NUMBER OF PLANS
JR MULTI-RATIO OPTION
RATIOS OF PRECIPITATION
.99 .98 .95 .93 .92 .91 .90 .89 .88
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
691 KK * OAKEYIN *
* *
**************
694 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
695 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
***
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .99
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 43. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 36. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 29. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 22. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 17. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 13. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 5. * 1 0650 83 7. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 9. * 1 0655 84 5. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 13. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 14. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 13. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 11. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 9. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 7. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 8. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 9. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 12. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 18. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 26. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 38. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 50. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 59. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 64. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 64. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 60. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 55. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 55. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 63. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 77. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 91. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 100. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 104. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 110. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 117. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 122. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 121. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 124. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 145. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 200. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 316. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 523. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 843. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1230. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1572. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1751. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1751. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1608. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1400. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1180. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 974. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 797. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 650. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 538. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 468. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 438. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 437. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 447. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 459. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 470. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 471. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 452. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 413. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 361. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 305. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 252. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 206. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 167. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 136. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 111. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 93. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 80. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 69. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 60. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 51. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1751. 3.83 322. 81. 78. 78.
(INCHES) 1.593 1.597 1.597 1.597
(AC-FT) 160. 160. 160. 160.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .98
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 43. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 35. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 28. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 22. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 17. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 13. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 4. * 1 0650 83 7. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 8. * 1 0655 84 5. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 12. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 13. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 12. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 10. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 8. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 7. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 7. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 9. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 12. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 17. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 25. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 36. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 47. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 56. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 61. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 61. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 57. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 53. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 53. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 60. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 74. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 88. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 96. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 101. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 106. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 113. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 118. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 117. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 120. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 141. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 194. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 306. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 508. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 822. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1202. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1534. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1712. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1717. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1575. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1369. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1155. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 955. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 781. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 637. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 528. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 459. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 430. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 429. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 439. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 451. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 462. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 463. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 444. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 406. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 354. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 299. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 247. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 202. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 165. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 134. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 109. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 91. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 78. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 68. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 59. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 50. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1717. 3.83 315. 79. 76. 76.
(INCHES) 1.558 1.561 1.561 1.561
(AC-FT) 156. 157. 157. 157.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .95
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 41. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 34. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 27. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 21. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 16. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 12. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 3. * 1 0650 83 7. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 7. * 1 0655 84 5. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 10. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 11. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 10. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 9. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 7. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 6. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 6. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 8. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 10. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 15. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 22. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 32. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 43. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 51. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 56. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 56. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 53. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 49. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 49. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 56. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 69. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 82. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 90. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 95. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 100. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 107. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 111. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 111. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 114. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 133. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 184. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 291. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 483. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 783. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1149. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1474. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1645. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1652. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1521. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1325. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1117. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 923. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 756. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 617. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 512. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 444. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 416. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 415. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 424. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 436. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 447. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 448. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 430. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 393. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 344. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 291. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 240. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 196. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 160. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 130. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 106. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 89. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 76. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 66. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 57. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 49. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1652. 3.83 303. 76. 73. 73.
(INCHES) 1.498 1.501 1.501 1.501
(AC-FT) 150. 151. 151. 151.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .93
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 40. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 33. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 26. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 21. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 16. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 12. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 3. * 1 0650 83 6. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 6. * 1 0655 84 5. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 9. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 10. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 9. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 8. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 6. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 5. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 5. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 6. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 9. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 13. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 20. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 29. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 39. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 47. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 51. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 51. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 48. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 45. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 45. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 52. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 64. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 77. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 85. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 89. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 94. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 100. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 105. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 104. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 107. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 126. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 174. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 276. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 460. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 747. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1097. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1409. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1579. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1589. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1463. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1274. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1076. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 891. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 730. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 596. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 494. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 429. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 402. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 401. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 411. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 422. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 432. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 433. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 416. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 381. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 333. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 281. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 233. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 190. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 155. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 126. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 103. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 86. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 74. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 64. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 55. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 48. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1589. 3.83 291. 73. 70. 70.
(INCHES) 1.438 1.441 1.441 1.441
(AC-FT) 144. 144. 144. 144.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .92
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 40. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 33. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 26. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 20. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 16. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 12. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 2. * 1 0650 83 6. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 5. * 1 0655 84 4. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 8. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 9. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 9. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 7. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 5. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 5. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 5. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 6. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 8. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 12. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 19. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 28. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 37. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 45. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 49. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 50. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 47. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 44. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 44. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 50. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 62. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 75. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 82. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 86. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 91. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 98. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 102. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 102. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 105. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 123. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 170. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 270. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 450. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 732. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1078. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1386. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1554. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1567. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1444. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1257. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1061. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 879. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 720. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 588. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 488. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 424. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 396. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 395. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 404. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 415. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 426. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 427. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 410. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 375. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 328. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 278. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 230. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 188. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 153. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 125. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 102. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 85. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 73. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 63. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 55. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 47. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1567. 3.83 286. 72. 69. 69.
(INCHES) 1.415 1.418 1.418 1.418
(AC-FT) 142. 142. 142. 142.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .91
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 39. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 32. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 26. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 20. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 16. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 12. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 2. * 1 0650 83 6. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 5. * 1 0655 84 4. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 8. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 9. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 8. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 7. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 5. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 4. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 4. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 6. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 8. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 12. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 18. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 27. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 36. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 44. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 48. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 48. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 46. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 42. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 43. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 49. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 61. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 73. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 81. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 85. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 89. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 96. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 100. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 100. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 103. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 121. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 167. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 265. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 443. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 722. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1064. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1368. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1535. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1547. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1428. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1246. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1051. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 870. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 713. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 583. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 483. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 420. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 393. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 392. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 400. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 411. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 421. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 423. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 406. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 372. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 325. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 275. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 228. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 187. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 152. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 124. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 101. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 85. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 73. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 63. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 54. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 47. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1547. 3.83 283. 71. 68. 68.
(INCHES) 1.399 1.401 1.401 1.401
(AC-FT) 140. 140. 140. 140.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .90
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 39. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 32. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 26. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 20. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 16. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 12. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 2. * 1 0650 83 6. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 5. * 1 0655 84 4. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 7. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 8. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 8. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 7. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 5. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 4. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 4. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 6. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 8. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 12. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 18. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 27. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 36. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 43. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 47. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 47. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 45. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 42. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 42. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 48. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 60. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 72. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 80. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 83. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 88. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 95. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 99. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 99. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 102. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 120. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 165. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 262. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 439. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 714. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1054. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1355. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1519. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1530. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1414. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1236. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1044. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 864. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 708. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 578. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 480. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 417. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 390. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 389. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 397. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 408. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 418. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 420. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 403. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 369. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 323. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 273. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 226. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 185. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 151. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 123. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 100. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 84. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 72. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 62. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 54. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 46. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1530. 3.83 280. 70. 68. 68.
(INCHES) 1.386 1.389 1.389 1.389
(AC-FT) 139. 139. 139. 139.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .89
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 39. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 32. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 26. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 20. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 15. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 12. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 9. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 2. * 1 0650 83 6. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 5. * 1 0655 84 4. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 7. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 8. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 8. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 6. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 5. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 4. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 4. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 5. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 7. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 11. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 17. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 26. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 34. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 42. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 46. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 46. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 43. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 41. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 41. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 47. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 59. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 70. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 78. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 82. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 86. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 93. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 97. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 97. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 100. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 117. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 162. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 258. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 431. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 702. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1036. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1335. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1497. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1509. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1394. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1218. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1031. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 854. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 699. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 572. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 474. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 413. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 386. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 385. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 393. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 404. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 414. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 415. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 399. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 365. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 320. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 270. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 224. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 183. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 150. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 122. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 99. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 83. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 71. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 62. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 53. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 46. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1509. 3.83 276. 69. 67. 67.
(INCHES) 1.367 1.369 1.369 1.369
(AC-FT) 137. 137. 137. 137.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 38. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 31. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 25. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 20. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 15. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 11. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 0. * 1 0645 82 8. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 2. * 1 0650 83 6. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 4. * 1 0655 84 4. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 6. * 1 0700 85 3. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 8. * 1 0705 86 2. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 7. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 6. * 1 0715 88 1. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 4. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 4. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 4. * 1 0730 91 0. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 5. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 7. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 10. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 16. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 24. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 33. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 40. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 44. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 44. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 42. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 39. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 39. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 46. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 57. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 68. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 76. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 79. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 84. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 90. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 94. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 94. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 97. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 114. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 158. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 252. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 421. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 687. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 1014. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1309. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1472. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1484. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1370. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1197. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 1014. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 841. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 690. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 563. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 467. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 406. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 380. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 379. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 388. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 398. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 408. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 409. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 393. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 360. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 316. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 267. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 221. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 181. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 148. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 120. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 98. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 82. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 70. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 61. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 53. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 45. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1484. 3.83 272. 68. 66. 66.
(INCHES) 1.343 1.345 1.345 1.345
(AC-FT) 135. 135. 135. 135.
CUMULATIVE AREA = 1.88 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
696 KK * OAKEYDB *
* *
**************
709 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
710 RS STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
ITYP STOR TYPE OF INITIAL CONDITION
RSVRIC .00 INITIAL CONDITION
X .00 WORKING R AND D COEFFICIENT
711 SV STORAGE .0 2.0 6.0 14.0 25.0 40.0 57.0 77.0 101.0 130.0
144.0 159.0 174.0 191.0 201.0 206.0 219.0 231.0 244.0 256.0
713 SE ELEVATION 26.00 28.00 30.00 31.00 34.00 36.00 38.00 40.00 42.00 44.00
45.00 46.00 47.00 48.00 48.50 49.00 50.00 51.00 52.00 53.00
716 SL LOW-LEVEL OUTLET
ELEVL 26.00 ELEVATION AT CENTER OF OUTLET
CAREA 1.40 CROSS-SECTIONAL AREA
COQL .65 COEFFICIENT
EXPL .50 EXPONENT OF HEAD
715 SS SPILLWAY
CREL 48.50 SPILLWAY CREST ELEVATION
SPWID 290.00 SPILLWAY WIDTH
COQW 3.10 WEIR COEFFICIENT
EXPW 1.50 EXPONENT OF HEAD
***
COMPUTED OUTFLOW-ELEVATION DATA
OUTFLOW .00 6.05 6.74 7.62 8.76 10.30 12.49 15.87 21.77 34.62
ELEVATION 26.00 26.69 26.85 27.09 27.44 27.99 28.93 30.73 34.90 48.50
OUTFLOW 43.30 103.63 267.08 585.07 1109.07 1890.51 2980.85 4431.53 6294.01 8619.72
ELEVATION 48.55 48.68 48.91 49.22 49.63 50.12 50.71 51.38 52.15 53.00
COMPUTED STORAGE-OUTFLOW-ELEVATION DATA
STORAGE .00 .69 .85 1.09 1.44 1.99 3.86 6.00 11.85 14.00
OUTFLOW .00 6.05 6.74 7.62 8.76 10.30 12.49 14.60 15.87 16.32
ELEVATION 26.00 26.69 26.85 27.09 27.44 27.99 28.93 30.00 30.73 31.00
STORAGE 25.00 31.71 40.00 57.00 77.00 101.00 130.00 144.00 159.00 174.00
OUTFLOW 20.64 21.77 23.08 25.28 27.31 29.19 30.96 31.81 32.64 33.44
ELEVATION 34.00 34.90 36.00 38.00 40.00 42.00 44.00 45.00 46.00 47.00
STORAGE 191.00 201.00 201.45 202.80 205.06 206.00 208.87 214.13 219.00 220.45
OUTFLOW 34.23 34.62 43.30 103.63 267.08 352.85 585.07 1109.07 1687.32 1890.51
ELEVATION 48.00 48.50 48.55 48.68 48.91 49.00 49.22 49.63 50.00 50.12
STORAGE 227.47 231.00 235.95 244.00 245.74 256.00
OUTFLOW 2980.85 3590.10 4431.53 5923.78 6294.01 8619.72
ELEVATION 50.71 51.00 51.38 52.00 52.15 53.00
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .99
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 32. 145.5 45.1 * 1 1640 201 31. 124.0 43.6
1 0005 2 0. .0 26.0 * 1 0825 102 32. 145.3 45.1 * 1 1645 202 31. 123.8 43.6
1 0010 3 0. .0 26.0 * 1 0830 103 32. 145.1 45.1 * 1 1650 203 31. 123.6 43.6
1 0015 4 0. .0 26.0 * 1 0835 104 32. 144.9 45.1 * 1 1655 204 31. 123.4 43.5
1 0020 5 0. .0 26.0 * 1 0840 105 32. 144.7 45.0 * 1 1700 205 31. 123.2 43.5
1 0025 6 0. .0 26.0 * 1 0845 106 32. 144.4 45.0 * 1 1705 206 31. 123.0 43.5
1 0030 7 0. .0 26.0 * 1 0850 107 32. 144.2 45.0 * 1 1710 207 31. 122.8 43.5
1 0035 8 0. .0 26.0 * 1 0855 108 32. 144.0 45.0 * 1 1715 208 31. 122.5 43.5
1 0040 9 1. .1 26.1 * 1 0900 109 32. 143.8 45.0 * 1 1720 209 30. 122.3 43.5
1 0045 10 1. .1 26.1 * 1 0905 110 32. 143.6 45.0 * 1 1725 210 30. 122.1 43.5
1 0050 11 2. .2 26.2 * 1 0910 111 32. 143.3 45.0 * 1 1730 211 30. 121.9 43.4
1 0055 12 3. .3 26.3 * 1 0915 112 32. 143.1 44.9 * 1 1735 212 30. 121.7 43.4
1 0100 13 3. .4 26.4 * 1 0920 113 32. 142.9 44.9 * 1 1740 213 30. 121.5 43.4
1 0105 14 4. .4 26.4 * 1 0925 114 32. 142.7 44.9 * 1 1745 214 30. 121.3 43.4
1 0110 15 4. .4 26.4 * 1 0930 115 32. 142.5 44.9 * 1 1750 215 30. 121.1 43.4
1 0115 16 4. .5 26.5 * 1 0935 116 32. 142.2 44.9 * 1 1755 216 30. 120.9 43.4
1 0120 17 4. .5 26.5 * 1 0940 117 32. 142.0 44.9 * 1 1800 217 30. 120.7 43.4
1 0125 18 5. .5 26.5 * 1 0945 118 32. 141.8 44.8 * 1 1805 218 30. 120.4 43.3
1 0130 19 5. .6 26.6 * 1 0950 119 32. 141.6 44.8 * 1 1810 219 30. 120.2 43.3
1 0135 20 6. .7 26.7 * 1 0955 120 32. 141.4 44.8 * 1 1815 220 30. 120.0 43.3
1 0140 21 7. .9 26.9 * 1 1000 121 32. 141.2 44.8 * 1 1820 221 30. 119.8 43.3
1 0145 22 8. 1.1 27.1 * 1 1005 122 32. 140.9 44.8 * 1 1825 222 30. 119.6 43.3
1 0150 23 9. 1.5 27.5 * 1 1010 123 32. 140.7 44.8 * 1 1830 223 30. 119.4 43.3
1 0155 24 10. 1.8 27.8 * 1 1015 124 32. 140.5 44.8 * 1 1835 224 30. 119.2 43.3
1 0200 25 11. 2.2 28.1 * 1 1020 125 32. 140.3 44.7 * 1 1840 225 30. 119.0 43.2
1 0205 26 11. 2.5 28.3 * 1 1025 126 32. 140.1 44.7 * 1 1845 226 30. 118.8 43.2
1 0210 27 11. 2.9 28.4 * 1 1030 127 32. 139.9 44.7 * 1 1850 227 30. 118.6 43.2
1 0215 28 12. 3.2 28.6 * 1 1035 128 32. 139.6 44.7 * 1 1855 228 30. 118.4 43.2
1 0220 29 12. 3.5 28.7 * 1 1040 129 32. 139.4 44.7 * 1 1900 229 30. 118.1 43.2
1 0225 30 13. 3.9 28.9 * 1 1045 130 32. 139.2 44.7 * 1 1905 230 30. 117.9 43.2
1 0230 31 13. 4.4 29.2 * 1 1050 131 32. 139.0 44.6 * 1 1910 231 30. 117.7 43.2
1 0235 32 14. 4.9 29.5 * 1 1055 132 31. 138.8 44.6 * 1 1915 232 30. 117.5 43.1
1 0240 33 14. 5.5 29.8 * 1 1100 133 31. 138.5 44.6 * 1 1920 233 30. 117.3 43.1
1 0245 34 15. 6.2 30.0 * 1 1105 134 31. 138.3 44.6 * 1 1925 234 30. 117.1 43.1
1 0250 35 15. 6.9 30.1 * 1 1110 135 31. 138.1 44.6 * 1 1930 235 30. 116.9 43.1
1 0255 36 15. 7.6 30.2 * 1 1115 136 31. 137.9 44.6 * 1 1935 236 30. 116.7 43.1
1 0300 37 15. 8.3 30.3 * 1 1120 137 31. 137.7 44.5 * 1 1940 237 30. 116.5 43.1
1 0305 38 15. 9.1 30.4 * 1 1125 138 31. 137.5 44.5 * 1 1945 238 30. 116.3 43.1
1 0310 39 15. 9.9 30.5 * 1 1130 139 31. 137.2 44.5 * 1 1950 239 30. 116.1 43.0
1 0315 40 16. 11.0 30.6 * 1 1135 140 31. 137.0 44.5 * 1 1955 240 30. 115.9 43.0
1 0320 41 16. 12.6 30.8 * 1 1140 141 31. 136.8 44.5 * 1 2000 241 30. 115.7 43.0
1 0325 42 17. 15.4 31.4 * 1 1145 142 31. 136.6 44.5 * 1 2005 242 30. 115.4 43.0
1 0330 43 19. 20.0 32.6 * 1 1150 143 31. 136.4 44.5 * 1 2010 243 30. 115.2 43.0
1 0335 44 21. 27.0 34.3 * 1 1155 144 31. 136.2 44.4 * 1 2015 244 30. 115.0 43.0
1 0340 45 23. 36.5 35.5 * 1 1200 145 31. 136.0 44.4 * 1 2020 245 30. 114.8 43.0
1 0345 46 24. 47.8 36.9 * 1 1205 146 31. 135.7 44.4 * 1 2025 246 30. 114.6 42.9
1 0350 47 26. 59.6 38.3 * 1 1210 147 31. 135.5 44.4 * 1 2030 247 30. 114.4 42.9
1 0355 48 27. 71.0 39.4 * 1 1215 148 31. 135.3 44.4 * 1 2035 248 30. 114.2 42.9
1 0400 49 28. 81.2 40.4 * 1 1220 149 31. 135.1 44.4 * 1 2040 249 30. 114.0 42.9
1 0405 50 28. 89.9 41.1 * 1 1225 150 31. 134.9 44.3 * 1 2045 250 30. 113.8 42.9
1 0410 51 29. 97.1 41.7 * 1 1230 151 31. 134.7 44.3 * 1 2050 251 30. 113.6 42.9
1 0415 52 29. 103.0 42.1 * 1 1235 152 31. 134.4 44.3 * 1 2055 252 30. 113.4 42.9
1 0420 53 30. 107.8 42.5 * 1 1240 153 31. 134.2 44.3 * 1 2100 253 30. 113.2 42.8
1 0425 54 30. 111.7 42.7 * 1 1245 154 31. 134.0 44.3 * 1 2105 254 30. 113.0 42.8
1 0430 55 30. 114.9 43.0 * 1 1250 155 31. 133.8 44.3 * 1 2110 255 30. 112.8 42.8
1 0435 56 30. 117.9 43.2 * 1 1255 156 31. 133.6 44.3 * 1 2115 256 30. 112.6 42.8
1 0440 57 30. 120.7 43.4 * 1 1300 157 31. 133.4 44.2 * 1 2120 257 30. 112.4 42.8
1 0445 58 31. 123.5 43.6 * 1 1305 158 31. 133.2 44.2 * 1 2125 258 30. 112.1 42.8
1 0450 59 31. 126.4 43.8 * 1 1310 159 31. 132.9 44.2 * 1 2130 259 30. 111.9 42.8
1 0455 60 31. 129.4 44.0 * 1 1315 160 31. 132.7 44.2 * 1 2135 260 30. 111.7 42.7
1 0500 61 31. 132.4 44.2 * 1 1320 161 31. 132.5 44.2 * 1 2140 261 30. 111.5 42.7
1 0505 62 31. 135.4 44.4 * 1 1325 162 31. 132.3 44.2 * 1 2145 262 30. 111.3 42.7
1 0510 63 31. 138.1 44.6 * 1 1330 163 31. 132.1 44.1 * 1 2150 263 30. 111.1 42.7
1 0515 64 32. 140.6 44.8 * 1 1335 164 31. 131.9 44.1 * 1 2155 264 30. 110.9 42.7
1 0520 65 32. 142.7 44.9 * 1 1340 165 31. 131.7 44.1 * 1 2200 265 30. 110.7 42.7
1 0525 66 32. 144.4 45.0 * 1 1345 166 31. 131.4 44.1 * 1 2205 266 30. 110.5 42.7
1 0530 67 32. 145.7 45.1 * 1 1350 167 31. 131.2 44.1 * 1 2210 267 30. 110.3 42.6
1 0535 68 32. 146.8 45.2 * 1 1355 168 31. 131.0 44.1 * 1 2215 268 30. 110.1 42.6
1 0540 69 32. 147.6 45.2 * 1 1400 169 31. 130.8 44.1 * 1 2220 269 30. 109.9 42.6
1 0545 70 32. 148.2 45.3 * 1 1405 170 31. 130.6 44.0 * 1 2225 270 30. 109.7 42.6
1 0550 71 32. 148.7 45.3 * 1 1410 171 31. 130.4 44.0 * 1 2230 271 30. 109.5 42.6
1 0555 72 32. 149.1 45.3 * 1 1415 172 31. 130.2 44.0 * 1 2235 272 30. 109.3 42.6
1 0600 73 32. 149.4 45.4 * 1 1420 173 31. 129.9 44.0 * 1 2240 273 30. 109.1 42.6
1 0605 74 32. 149.6 45.4 * 1 1425 174 31. 129.7 44.0 * 1 2245 274 30. 108.9 42.5
1 0610 75 32. 149.8 45.4 * 1 1430 175 31. 129.5 44.0 * 1 2250 275 30. 108.7 42.5
1 0615 76 32. 149.9 45.4 * 1 1435 176 31. 129.3 44.0 * 1 2255 276 30. 108.5 42.5
1 0620 77 32. 149.9 45.4 * 1 1440 177 31. 129.1 43.9 * 1 2300 277 30. 108.3 42.5
1 0625 78 32. 149.9 45.4 * 1 1445 178 31. 128.9 43.9 * 1 2305 278 30. 108.0 42.5
1 0630 79 32. 149.9 45.4 * 1 1450 179 31. 128.7 43.9 * 1 2310 279 30. 107.8 42.5
1 0635 80 32. 149.8 45.4 * 1 1455 180 31. 128.5 43.9 * 1 2315 280 30. 107.6 42.5
1 0640 81 32. 149.7 45.4 * 1 1500 181 31. 128.2 43.9 * 1 2320 281 30. 107.4 42.4
1 0645 82 32. 149.5 45.4 * 1 1505 182 31. 128.0 43.9 * 1 2325 282 30. 107.2 42.4
1 0650 83 32. 149.4 45.4 * 1 1510 183 31. 127.8 43.8 * 1 2330 283 30. 107.0 42.4
1 0655 84 32. 149.2 45.3 * 1 1515 184 31. 127.6 43.8 * 1 2335 284 30. 106.8 42.4
1 0700 85 32. 149.0 45.3 * 1 1520 185 31. 127.4 43.8 * 1 2340 285 30. 106.6 42.4
1 0705 86 32. 148.8 45.3 * 1 1525 186 31. 127.2 43.8 * 1 2345 286 30. 106.4 42.4
1 0710 87 32. 148.6 45.3 * 1 1530 187 31. 127.0 43.8 * 1 2350 287 30. 106.2 42.4
1 0715 88 32. 148.4 45.3 * 1 1535 188 31. 126.8 43.8 * 1 2355 288 29. 106.0 42.3
1 0720 89 32. 148.2 45.3 * 1 1540 189 31. 126.5 43.8 * 2 0000 289 29. 105.8 42.3
1 0725 90 32. 147.9 45.3 * 1 1545 190 31. 126.3 43.7 * 2 0005 290 29. 105.6 42.3
1 0730 91 32. 147.7 45.2 * 1 1550 191 31. 126.1 43.7 * 2 0010 291 29. 105.4 42.3
1 0735 92 32. 147.5 45.2 * 1 1555 192 31. 125.9 43.7 * 2 0015 292 29. 105.2 42.3
1 0740 93 32. 147.3 45.2 * 1 1600 193 31. 125.7 43.7 * 2 0020 293 29. 105.0 42.3
1 0745 94 32. 147.1 45.2 * 1 1605 194 31. 125.5 43.7 * 2 0025 294 29. 104.8 42.3
1 0750 95 32. 146.9 45.2 * 1 1610 195 31. 125.3 43.7 * 2 0030 295 29. 104.6 42.2
1 0755 96 32. 146.6 45.2 * 1 1615 196 31. 125.1 43.7 * 2 0035 296 29. 104.4 42.2
1 0800 97 32. 146.4 45.2 * 1 1620 197 31. 124.9 43.6 * 2 0040 297 29. 104.2 42.2
1 0805 98 32. 146.2 45.1 * 1 1625 198 31. 124.6 43.6 * 2 0045 298 29. 104.0 42.2
1 0810 99 32. 146.0 45.1 * 1 1630 199 31. 124.4 43.6 * 2 0050 299 29. 103.8 42.2
1 0815 100 32. 145.8 45.1 * 1 1635 200 31. 124.2 43.6 * 2 0055 300 29. 103.6 42.2
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 32. 6.33 32. 28. 27. 27.
(INCHES) .158 .563 .564 .564
(AC-FT) 16. 56. 57. 57.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
150. 6.33 145. 112. 108. 108.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
45.40 6.33 45.05 42.03 41.44 41.44
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .98
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 32. 142.1 44.9 * 1 1640 201 30. 120.7 43.4
1 0005 2 0. .0 26.0 * 1 0825 102 32. 141.9 44.8 * 1 1645 202 30. 120.5 43.3
1 0010 3 0. .0 26.0 * 1 0830 103 32. 141.6 44.8 * 1 1650 203 30. 120.3 43.3
1 0015 4 0. .0 26.0 * 1 0835 104 32. 141.4 44.8 * 1 1655 204 30. 120.1 43.3
1 0020 5 0. .0 26.0 * 1 0840 105 32. 141.2 44.8 * 1 1700 205 30. 119.9 43.3
1 0025 6 0. .0 26.0 * 1 0845 106 32. 141.0 44.8 * 1 1705 206 30. 119.7 43.3
1 0030 7 0. .0 26.0 * 1 0850 107 32. 140.8 44.8 * 1 1710 207 30. 119.4 43.3
1 0035 8 0. .0 26.0 * 1 0855 108 32. 140.6 44.8 * 1 1715 208 30. 119.2 43.3
1 0040 9 1. .1 26.1 * 1 0900 109 32. 140.3 44.7 * 1 1720 209 30. 119.0 43.2
1 0045 10 1. .1 26.1 * 1 0905 110 32. 140.1 44.7 * 1 1725 210 30. 118.8 43.2
1 0050 11 2. .2 26.2 * 1 0910 111 32. 139.9 44.7 * 1 1730 211 30. 118.6 43.2
1 0055 12 2. .3 26.3 * 1 0915 112 32. 139.7 44.7 * 1 1735 212 30. 118.4 43.2
1 0100 13 3. .3 26.3 * 1 0920 113 32. 139.5 44.7 * 1 1740 213 30. 118.2 43.2
1 0105 14 3. .4 26.4 * 1 0925 114 32. 139.2 44.7 * 1 1745 214 30. 118.0 43.2
1 0110 15 4. .4 26.4 * 1 0930 115 32. 139.0 44.6 * 1 1750 215 30. 117.8 43.2
1 0115 16 4. .4 26.4 * 1 0935 116 31. 138.8 44.6 * 1 1755 216 30. 117.6 43.1
1 0120 17 4. .5 26.5 * 1 0940 117 31. 138.6 44.6 * 1 1800 217 30. 117.4 43.1
1 0125 18 4. .5 26.5 * 1 0945 118 31. 138.4 44.6 * 1 1805 218 30. 117.2 43.1
1 0130 19 5. .6 26.6 * 1 0950 119 31. 138.2 44.6 * 1 1810 219 30. 116.9 43.1
1 0135 20 6. .7 26.7 * 1 0955 120 31. 137.9 44.6 * 1 1815 220 30. 116.7 43.1
1 0140 21 7. .8 26.8 * 1 1000 121 31. 137.7 44.6 * 1 1820 221 30. 116.5 43.1
1 0145 22 8. 1.1 27.1 * 1 1005 122 31. 137.5 44.5 * 1 1825 222 30. 116.3 43.1
1 0150 23 9. 1.4 27.4 * 1 1010 123 31. 137.3 44.5 * 1 1830 223 30. 116.1 43.0
1 0155 24 10. 1.7 27.7 * 1 1015 124 31. 137.1 44.5 * 1 1835 224 30. 115.9 43.0
1 0200 25 10. 2.1 28.0 * 1 1020 125 31. 136.9 44.5 * 1 1840 225 30. 115.7 43.0
1 0205 26 11. 2.4 28.2 * 1 1025 126 31. 136.7 44.5 * 1 1845 226 30. 115.5 43.0
1 0210 27 11. 2.7 28.3 * 1 1030 127 31. 136.4 44.5 * 1 1850 227 30. 115.3 43.0
1 0215 28 11. 3.0 28.5 * 1 1035 128 31. 136.2 44.4 * 1 1855 228 30. 115.1 43.0
1 0220 29 12. 3.3 28.6 * 1 1040 129 31. 136.0 44.4 * 1 1900 229 30. 114.9 43.0
1 0225 30 12. 3.7 28.8 * 1 1045 130 31. 135.8 44.4 * 1 1905 230 30. 114.7 42.9
1 0230 31 13. 4.1 29.1 * 1 1050 131 31. 135.6 44.4 * 1 1910 231 30. 114.5 42.9
1 0235 32 13. 4.7 29.3 * 1 1055 132 31. 135.4 44.4 * 1 1915 232 30. 114.3 42.9
1 0240 33 14. 5.3 29.6 * 1 1100 133 31. 135.1 44.4 * 1 1920 233 30. 114.0 42.9
1 0245 34 14. 5.9 29.9 * 1 1105 134 31. 134.9 44.4 * 1 1925 234 30. 113.8 42.9
1 0250 35 15. 6.5 30.1 * 1 1110 135 31. 134.7 44.3 * 1 1930 235 30. 113.6 42.9
1 0255 36 15. 7.2 30.2 * 1 1115 136 31. 134.5 44.3 * 1 1935 236 30. 113.4 42.9
1 0300 37 15. 7.9 30.2 * 1 1120 137 31. 134.3 44.3 * 1 1940 237 30. 113.2 42.8
1 0305 38 15. 8.6 30.3 * 1 1125 138 31. 134.1 44.3 * 1 1945 238 30. 113.0 42.8
1 0310 39 15. 9.4 30.4 * 1 1130 139 31. 133.9 44.3 * 1 1950 239 30. 112.8 42.8
1 0315 40 16. 10.5 30.6 * 1 1135 140 31. 133.6 44.3 * 1 1955 240 30. 112.6 42.8
1 0320 41 16. 12.1 30.8 * 1 1140 141 31. 133.4 44.2 * 1 2000 241 30. 112.4 42.8
1 0325 42 17. 14.8 31.2 * 1 1145 142 31. 133.2 44.2 * 1 2005 242 30. 112.2 42.8
1 0330 43 18. 19.3 32.4 * 1 1150 143 31. 133.0 44.2 * 1 2010 243 30. 112.0 42.8
1 0335 44 21. 26.1 34.1 * 1 1155 144 31. 132.8 44.2 * 1 2015 244 30. 111.8 42.7
1 0340 45 22. 35.4 35.4 * 1 1200 145 31. 132.6 44.2 * 1 2020 245 30. 111.6 42.7
1 0345 46 24. 46.4 36.8 * 1 1205 146 31. 132.3 44.2 * 1 2025 246 30. 111.4 42.7
1 0350 47 25. 58.0 38.1 * 1 1210 147 31. 132.1 44.2 * 1 2030 247 30. 111.2 42.7
1 0355 48 27. 69.2 39.2 * 1 1215 148 31. 131.9 44.1 * 1 2035 248 30. 111.0 42.7
1 0400 49 27. 79.1 40.2 * 1 1220 149 31. 131.7 44.1 * 1 2040 249 30. 110.8 42.7
1 0405 50 28. 87.6 40.9 * 1 1225 150 31. 131.5 44.1 * 1 2045 250 30. 110.5 42.7
1 0410 51 29. 94.7 41.5 * 1 1230 151 31. 131.3 44.1 * 1 2050 251 30. 110.3 42.6
1 0415 52 29. 100.5 42.0 * 1 1235 152 31. 131.1 44.1 * 1 2055 252 30. 110.1 42.6
1 0420 53 29. 105.2 42.3 * 1 1240 153 31. 130.9 44.1 * 1 2100 253 30. 109.9 42.6
1 0425 54 30. 109.0 42.5 * 1 1245 154 31. 130.6 44.0 * 1 2105 254 30. 109.7 42.6
1 0430 55 30. 112.2 42.8 * 1 1250 155 31. 130.4 44.0 * 1 2110 255 30. 109.5 42.6
1 0435 56 30. 115.0 43.0 * 1 1255 156 31. 130.2 44.0 * 1 2115 256 30. 109.3 42.6
1 0440 57 30. 117.8 43.2 * 1 1300 157 31. 130.0 44.0 * 1 2120 257 30. 109.1 42.6
1 0445 58 30. 120.5 43.3 * 1 1305 158 31. 129.8 44.0 * 1 2125 258 30. 108.9 42.5
1 0450 59 31. 123.4 43.5 * 1 1310 159 31. 129.6 44.0 * 1 2130 259 30. 108.7 42.5
1 0455 60 31. 126.3 43.7 * 1 1315 160 31. 129.4 44.0 * 1 2135 260 30. 108.5 42.5
1 0500 61 31. 129.3 44.0 * 1 1320 161 31. 129.1 43.9 * 1 2140 261 30. 108.3 42.5
1 0505 62 31. 132.2 44.2 * 1 1325 162 31. 128.9 43.9 * 1 2145 262 30. 108.1 42.5
1 0510 63 31. 134.9 44.4 * 1 1330 163 31. 128.7 43.9 * 1 2150 263 30. 107.9 42.5
1 0515 64 31. 137.3 44.5 * 1 1335 164 31. 128.5 43.9 * 1 2155 264 30. 107.7 42.5
1 0520 65 32. 139.4 44.7 * 1 1340 165 31. 128.3 43.9 * 1 2200 265 30. 107.5 42.4
1 0525 66 32. 141.0 44.8 * 1 1345 166 31. 128.1 43.9 * 1 2205 266 30. 107.3 42.4
1 0530 67 32. 142.3 44.9 * 1 1350 167 31. 127.9 43.9 * 1 2210 267 30. 107.1 42.4
1 0535 68 32. 143.4 45.0 * 1 1355 168 31. 127.7 43.8 * 1 2215 268 30. 106.9 42.4
1 0540 69 32. 144.2 45.0 * 1 1400 169 31. 127.4 43.8 * 1 2220 269 30. 106.7 42.4
1 0545 70 32. 144.8 45.1 * 1 1405 170 31. 127.2 43.8 * 1 2225 270 30. 106.5 42.4
1 0550 71 32. 145.3 45.1 * 1 1410 171 31. 127.0 43.8 * 1 2230 271 30. 106.3 42.4
1 0555 72 32. 145.7 45.1 * 1 1415 172 31. 126.8 43.8 * 1 2235 272 30. 106.1 42.3
1 0600 73 32. 145.9 45.1 * 1 1420 173 31. 126.6 43.8 * 1 2240 273 29. 105.9 42.3
1 0605 74 32. 146.2 45.1 * 1 1425 174 31. 126.4 43.8 * 1 2245 274 29. 105.7 42.3
1 0610 75 32. 146.3 45.2 * 1 1430 175 31. 126.2 43.7 * 1 2250 275 29. 105.4 42.3
1 0615 76 32. 146.4 45.2 * 1 1435 176 31. 126.0 43.7 * 1 2255 276 29. 105.2 42.3
1 0620 77 32. 146.5 45.2 * 1 1440 177 31. 125.8 43.7 * 1 2300 277 29. 105.0 42.3
1 0625 78 32. 146.5 45.2 * 1 1445 178 31. 125.5 43.7 * 1 2305 278 29. 104.8 42.3
1 0630 79 32. 146.4 45.2 * 1 1450 179 31. 125.3 43.7 * 1 2310 279 29. 104.6 42.3
1 0635 80 32. 146.3 45.2 * 1 1455 180 31. 125.1 43.7 * 1 2315 280 29. 104.4 42.2
1 0640 81 32. 146.2 45.1 * 1 1500 181 31. 124.9 43.6 * 1 2320 281 29. 104.2 42.2
1 0645 82 32. 146.1 45.1 * 1 1505 182 31. 124.7 43.6 * 1 2325 282 29. 104.0 42.2
1 0650 83 32. 145.9 45.1 * 1 1510 183 31. 124.5 43.6 * 1 2330 283 29. 103.8 42.2
1 0655 84 32. 145.7 45.1 * 1 1515 184 31. 124.3 43.6 * 1 2335 284 29. 103.6 42.2
1 0700 85 32. 145.5 45.1 * 1 1520 185 31. 124.1 43.6 * 1 2340 285 29. 103.4 42.2
1 0705 86 32. 145.3 45.1 * 1 1525 186 31. 123.9 43.6 * 1 2345 286 29. 103.2 42.2
1 0710 87 32. 145.1 45.1 * 1 1530 187 31. 123.6 43.6 * 1 2350 287 29. 103.0 42.1
1 0715 88 32. 144.9 45.1 * 1 1535 188 31. 123.4 43.5 * 1 2355 288 29. 102.8 42.1
1 0720 89 32. 144.7 45.0 * 1 1540 189 31. 123.2 43.5 * 2 0000 289 29. 102.6 42.1
1 0725 90 32. 144.5 45.0 * 1 1545 190 31. 123.0 43.5 * 2 0005 290 29. 102.4 42.1
1 0730 91 32. 144.3 45.0 * 1 1550 191 31. 122.8 43.5 * 2 0010 291 29. 102.2 42.1
1 0735 92 32. 144.0 45.0 * 1 1555 192 31. 122.6 43.5 * 2 0015 292 29. 102.0 42.1
1 0740 93 32. 143.8 45.0 * 1 1600 193 30. 122.4 43.5 * 2 0020 293 29. 101.8 42.1
1 0745 94 32. 143.6 45.0 * 1 1605 194 30. 122.2 43.5 * 2 0025 294 29. 101.6 42.0
1 0750 95 32. 143.4 45.0 * 1 1610 195 30. 122.0 43.4 * 2 0030 295 29. 101.4 42.0
1 0755 96 32. 143.2 44.9 * 1 1615 196 30. 121.7 43.4 * 2 0035 296 29. 101.2 42.0
1 0800 97 32. 143.0 44.9 * 1 1620 197 30. 121.5 43.4 * 2 0040 297 29. 101.0 42.0
1 0805 98 32. 142.7 44.9 * 1 1625 198 30. 121.3 43.4 * 2 0045 298 29. 100.8 42.0
1 0810 99 32. 142.5 44.9 * 1 1630 199 30. 121.1 43.4 * 2 0050 299 29. 100.6 42.0
1 0815 100 32. 142.3 44.9 * 1 1635 200 30. 120.9 43.4 * 2 0055 300 29. 100.4 42.0
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 32. 6.33 32. 28. 27. 27.
(INCHES) .157 .559 .560 .560
(AC-FT) 16. 56. 56. 56.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
146. 6.33 141. 110. 106. 106.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
45.16 6.33 44.82 41.82 41.24 41.24
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .95
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 31. 136.3 44.5 * 1 1640 201 30. 115.2 43.0
1 0005 2 0. .0 26.0 * 1 0825 102 31. 136.1 44.4 * 1 1645 202 30. 115.0 43.0
1 0010 3 0. .0 26.0 * 1 0830 103 31. 135.9 44.4 * 1 1650 203 30. 114.8 42.9
1 0015 4 0. .0 26.0 * 1 0835 104 31. 135.7 44.4 * 1 1655 204 30. 114.6 42.9
1 0020 5 0. .0 26.0 * 1 0840 105 31. 135.5 44.4 * 1 1700 205 30. 114.4 42.9
1 0025 6 0. .0 26.0 * 1 0845 106 31. 135.2 44.4 * 1 1705 206 30. 114.1 42.9
1 0030 7 0. .0 26.0 * 1 0850 107 31. 135.0 44.4 * 1 1710 207 30. 113.9 42.9
1 0035 8 0. .0 26.0 * 1 0855 108 31. 134.8 44.3 * 1 1715 208 30. 113.7 42.9
1 0040 9 0. .1 26.1 * 1 0900 109 31. 134.6 44.3 * 1 1720 209 30. 113.5 42.9
1 0045 10 1. .1 26.1 * 1 0905 110 31. 134.4 44.3 * 1 1725 210 30. 113.3 42.8
1 0050 11 2. .2 26.2 * 1 0910 111 31. 134.2 44.3 * 1 1730 211 30. 113.1 42.8
1 0055 12 2. .2 26.2 * 1 0915 112 31. 134.0 44.3 * 1 1735 212 30. 112.9 42.8
1 0100 13 3. .3 26.3 * 1 0920 113 31. 133.7 44.3 * 1 1740 213 30. 112.7 42.8
1 0105 14 3. .3 26.3 * 1 0925 114 31. 133.5 44.3 * 1 1745 214 30. 112.5 42.8
1 0110 15 3. .3 26.3 * 1 0930 115 31. 133.3 44.2 * 1 1750 215 30. 112.3 42.8
1 0115 16 3. .4 26.4 * 1 0935 116 31. 133.1 44.2 * 1 1755 216 30. 112.1 42.8
1 0120 17 3. .4 26.4 * 1 0940 117 31. 132.9 44.2 * 1 1800 217 30. 111.9 42.8
1 0125 18 4. .4 26.4 * 1 0945 118 31. 132.7 44.2 * 1 1805 218 30. 111.7 42.7
1 0130 19 4. .5 26.5 * 1 0950 119 31. 132.5 44.2 * 1 1810 219 30. 111.5 42.7
1 0135 20 5. .6 26.6 * 1 0955 120 31. 132.2 44.2 * 1 1815 220 30. 111.3 42.7
1 0140 21 6. .7 26.7 * 1 1000 121 31. 132.0 44.1 * 1 1820 221 30. 111.1 42.7
1 0145 22 7. .9 26.9 * 1 1005 122 31. 131.8 44.1 * 1 1825 222 30. 110.9 42.7
1 0150 23 8. 1.2 27.2 * 1 1010 123 31. 131.6 44.1 * 1 1830 223 30. 110.6 42.7
1 0155 24 9. 1.5 27.5 * 1 1015 124 31. 131.4 44.1 * 1 1835 224 30. 110.4 42.7
1 0200 25 10. 1.8 27.8 * 1 1020 125 31. 131.2 44.1 * 1 1840 225 30. 110.2 42.6
1 0205 26 10. 2.2 28.1 * 1 1025 126 31. 131.0 44.1 * 1 1845 226 30. 110.0 42.6
1 0210 27 11. 2.4 28.2 * 1 1030 127 31. 130.7 44.1 * 1 1850 227 30. 109.8 42.6
1 0215 28 11. 2.7 28.3 * 1 1035 128 31. 130.5 44.0 * 1 1855 228 30. 109.6 42.6
1 0220 29 11. 3.0 28.5 * 1 1040 129 31. 130.3 44.0 * 1 1900 229 30. 109.4 42.6
1 0225 30 12. 3.3 28.7 * 1 1045 130 31. 130.1 44.0 * 1 1905 230 30. 109.2 42.6
1 0230 31 12. 3.8 28.9 * 1 1050 131 31. 129.9 44.0 * 1 1910 231 30. 109.0 42.6
1 0235 32 13. 4.3 29.1 * 1 1055 132 31. 129.7 44.0 * 1 1915 232 30. 108.8 42.5
1 0240 33 13. 4.8 29.4 * 1 1100 133 31. 129.5 44.0 * 1 1920 233 30. 108.6 42.5
1 0245 34 14. 5.4 29.7 * 1 1105 134 31. 129.2 43.9 * 1 1925 234 30. 108.4 42.5
1 0250 35 15. 6.0 30.0 * 1 1110 135 31. 129.0 43.9 * 1 1930 235 30. 108.2 42.5
1 0255 36 15. 6.7 30.1 * 1 1115 136 31. 128.8 43.9 * 1 1935 236 30. 108.0 42.5
1 0300 37 15. 7.3 30.2 * 1 1120 137 31. 128.6 43.9 * 1 1940 237 30. 107.8 42.5
1 0305 38 15. 8.0 30.2 * 1 1125 138 31. 128.4 43.9 * 1 1945 238 30. 107.6 42.5
1 0310 39 15. 8.7 30.3 * 1 1130 139 31. 128.2 43.9 * 1 1950 239 30. 107.4 42.4
1 0315 40 15. 9.7 30.5 * 1 1135 140 31. 128.0 43.9 * 1 1955 240 30. 107.2 42.4
1 0320 41 16. 11.3 30.7 * 1 1140 141 31. 127.8 43.8 * 1 2000 241 30. 107.0 42.4
1 0325 42 16. 13.8 31.0 * 1 1145 142 31. 127.5 43.8 * 1 2005 242 30. 106.8 42.4
1 0330 43 18. 18.0 32.1 * 1 1150 143 31. 127.3 43.8 * 1 2010 243 30. 106.6 42.4
1 0335 44 20. 24.6 33.9 * 1 1155 144 31. 127.1 43.8 * 1 2015 244 30. 106.4 42.4
1 0340 45 22. 33.5 35.1 * 1 1200 145 31. 126.9 43.8 * 1 2020 245 30. 106.2 42.4
1 0345 46 24. 44.0 36.5 * 1 1205 146 31. 126.7 43.8 * 1 2025 246 29. 106.0 42.3
1 0350 47 25. 55.2 37.8 * 1 1210 147 31. 126.5 43.8 * 1 2030 247 29. 105.7 42.3
1 0355 48 26. 66.0 38.9 * 1 1215 148 31. 126.3 43.7 * 1 2035 248 29. 105.5 42.3
1 0400 49 27. 75.6 39.9 * 1 1220 149 31. 126.1 43.7 * 1 2040 249 29. 105.3 42.3
1 0405 50 28. 83.8 40.6 * 1 1225 150 31. 125.9 43.7 * 1 2045 250 29. 105.1 42.3
1 0410 51 28. 90.7 41.1 * 1 1230 151 31. 125.6 43.7 * 1 2050 251 29. 104.9 42.3
1 0415 52 29. 96.2 41.6 * 1 1235 152 31. 125.4 43.7 * 1 2055 252 29. 104.7 42.3
1 0420 53 29. 100.8 42.0 * 1 1240 153 31. 125.2 43.7 * 1 2100 253 29. 104.5 42.2
1 0425 54 29. 104.5 42.2 * 1 1245 154 31. 125.0 43.7 * 1 2105 254 29. 104.3 42.2
1 0430 55 30. 107.5 42.5 * 1 1250 155 31. 124.8 43.6 * 1 2110 255 29. 104.1 42.2
1 0435 56 30. 110.3 42.6 * 1 1255 156 31. 124.6 43.6 * 1 2115 256 29. 103.9 42.2
1 0440 57 30. 113.0 42.8 * 1 1300 157 31. 124.4 43.6 * 1 2120 257 29. 103.7 42.2
1 0445 58 30. 115.6 43.0 * 1 1305 158 31. 124.2 43.6 * 1 2125 258 29. 103.5 42.2
1 0450 59 30. 118.4 43.2 * 1 1310 159 31. 124.0 43.6 * 1 2130 259 29. 103.3 42.2
1 0455 60 30. 121.2 43.4 * 1 1315 160 31. 123.7 43.6 * 1 2135 260 29. 103.1 42.1
1 0500 61 31. 124.1 43.6 * 1 1320 161 31. 123.5 43.6 * 1 2140 261 29. 102.9 42.1
1 0505 62 31. 126.9 43.8 * 1 1325 162 31. 123.3 43.5 * 1 2145 262 29. 102.7 42.1
1 0510 63 31. 129.5 44.0 * 1 1330 163 31. 123.1 43.5 * 1 2150 263 29. 102.5 42.1
1 0515 64 31. 131.8 44.1 * 1 1335 164 31. 122.9 43.5 * 1 2155 264 29. 102.3 42.1
1 0520 65 31. 133.8 44.3 * 1 1340 165 31. 122.7 43.5 * 1 2200 265 29. 102.1 42.1
1 0525 66 31. 135.4 44.4 * 1 1345 166 31. 122.5 43.5 * 1 2205 266 29. 101.9 42.1
1 0530 67 31. 136.7 44.5 * 1 1350 167 30. 122.3 43.5 * 1 2210 267 29. 101.7 42.0
1 0535 68 31. 137.7 44.6 * 1 1355 168 30. 122.1 43.5 * 1 2215 268 29. 101.5 42.0
1 0540 69 31. 138.5 44.6 * 1 1400 169 30. 121.8 43.4 * 1 2220 269 29. 101.3 42.0
1 0545 70 32. 139.1 44.6 * 1 1405 170 30. 121.6 43.4 * 1 2225 270 29. 101.1 42.0
1 0550 71 32. 139.6 44.7 * 1 1410 171 30. 121.4 43.4 * 1 2230 271 29. 100.9 42.0
1 0555 72 32. 139.9 44.7 * 1 1415 172 30. 121.2 43.4 * 1 2235 272 29. 100.7 42.0
1 0600 73 32. 140.2 44.7 * 1 1420 173 30. 121.0 43.4 * 1 2240 273 29. 100.5 42.0
1 0605 74 32. 140.4 44.7 * 1 1425 174 30. 120.8 43.4 * 1 2245 274 29. 100.3 41.9
1 0610 75 32. 140.5 44.8 * 1 1430 175 30. 120.6 43.4 * 1 2250 275 29. 100.1 41.9
1 0615 76 32. 140.6 44.8 * 1 1435 176 30. 120.4 43.3 * 1 2255 276 29. 99.9 41.9
1 0620 77 32. 140.7 44.8 * 1 1440 177 30. 120.2 43.3 * 1 2300 277 29. 99.7 41.9
1 0625 78 32. 140.7 44.8 * 1 1445 178 30. 120.0 43.3 * 1 2305 278 29. 99.5 41.9
1 0630 79 32. 140.6 44.8 * 1 1450 179 30. 119.8 43.3 * 1 2310 279 29. 99.3 41.9
1 0635 80 32. 140.5 44.8 * 1 1455 180 30. 119.5 43.3 * 1 2315 280 29. 99.1 41.8
1 0640 81 32. 140.4 44.7 * 1 1500 181 30. 119.3 43.3 * 1 2320 281 29. 98.9 41.8
1 0645 82 32. 140.3 44.7 * 1 1505 182 30. 119.1 43.3 * 1 2325 282 29. 98.7 41.8
1 0650 83 32. 140.1 44.7 * 1 1510 183 30. 118.9 43.2 * 1 2330 283 29. 98.5 41.8
1 0655 84 32. 139.9 44.7 * 1 1515 184 30. 118.7 43.2 * 1 2335 284 29. 98.3 41.8
1 0700 85 32. 139.7 44.7 * 1 1520 185 30. 118.5 43.2 * 1 2340 285 29. 98.1 41.8
1 0705 86 32. 139.5 44.7 * 1 1525 186 30. 118.3 43.2 * 1 2345 286 29. 97.9 41.7
1 0710 87 32. 139.3 44.7 * 1 1530 187 30. 118.1 43.2 * 1 2350 287 29. 97.7 41.7
1 0715 88 32. 139.1 44.7 * 1 1535 188 30. 117.9 43.2 * 1 2355 288 29. 97.5 41.7
1 0720 89 32. 138.9 44.6 * 1 1540 189 30. 117.7 43.1 * 2 0000 289 29. 97.3 41.7
1 0725 90 31. 138.7 44.6 * 1 1545 190 30. 117.5 43.1 * 2 0005 290 29. 97.1 41.7
1 0730 91 31. 138.5 44.6 * 1 1550 191 30. 117.3 43.1 * 2 0010 291 29. 96.9 41.7
1 0735 92 31. 138.3 44.6 * 1 1555 192 30. 117.0 43.1 * 2 0015 292 29. 96.7 41.6
1 0740 93 31. 138.0 44.6 * 1 1600 193 30. 116.8 43.1 * 2 0020 293 29. 96.5 41.6
1 0745 94 31. 137.8 44.6 * 1 1605 194 30. 116.6 43.1 * 2 0025 294 29. 96.3 41.6
1 0750 95 31. 137.6 44.5 * 1 1610 195 30. 116.4 43.1 * 2 0030 295 29. 96.1 41.6
1 0755 96 31. 137.4 44.5 * 1 1615 196 30. 116.2 43.0 * 2 0035 296 29. 95.9 41.6
1 0800 97 31. 137.2 44.5 * 1 1620 197 30. 116.0 43.0 * 2 0040 297 29. 95.7 41.6
1 0805 98 31. 137.0 44.5 * 1 1625 198 30. 115.8 43.0 * 2 0045 298 29. 95.5 41.5
1 0810 99 31. 136.8 44.5 * 1 1630 199 30. 115.6 43.0 * 2 0050 299 29. 95.3 41.5
1 0815 100 31. 136.5 44.5 * 1 1635 200 30. 115.4 43.0 * 2 0055 300 29. 95.1 41.5
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 32. 6.33 31. 28. 27. 27.
(INCHES) .155 .552 .553 .553
(AC-FT) 16. 55. 55. 55.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
141. 6.33 136. 105. 101. 101.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
44.76 6.33 44.41 41.46 40.89 40.89
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .93
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 31. 130.5 44.0 * 1 1640 201 30. 109.6 42.6
1 0005 2 0. .0 26.0 * 1 0825 102 31. 130.3 44.0 * 1 1645 202 30. 109.4 42.6
1 0010 3 0. .0 26.0 * 1 0830 103 31. 130.1 44.0 * 1 1650 203 30. 109.2 42.6
1 0015 4 0. .0 26.0 * 1 0835 104 31. 129.9 44.0 * 1 1655 204 30. 109.0 42.6
1 0020 5 0. .0 26.0 * 1 0840 105 31. 129.6 44.0 * 1 1700 205 30. 108.8 42.5
1 0025 6 0. .0 26.0 * 1 0845 106 31. 129.4 44.0 * 1 1705 206 30. 108.6 42.5
1 0030 7 0. .0 26.0 * 1 0850 107 31. 129.2 43.9 * 1 1710 207 30. 108.4 42.5
1 0035 8 0. .0 26.0 * 1 0855 108 31. 129.0 43.9 * 1 1715 208 30. 108.2 42.5
1 0040 9 0. .0 26.0 * 1 0900 109 31. 128.8 43.9 * 1 1720 209 30. 108.0 42.5
1 0045 10 1. .1 26.1 * 1 0905 110 31. 128.6 43.9 * 1 1725 210 30. 107.8 42.5
1 0050 11 1. .1 26.1 * 1 0910 111 31. 128.4 43.9 * 1 1730 211 30. 107.6 42.5
1 0055 12 2. .2 26.2 * 1 0915 112 31. 128.2 43.9 * 1 1735 212 30. 107.3 42.4
1 0100 13 2. .2 26.2 * 1 0920 113 31. 127.9 43.9 * 1 1740 213 30. 107.1 42.4
1 0105 14 2. .3 26.3 * 1 0925 114 31. 127.7 43.8 * 1 1745 214 30. 106.9 42.4
1 0110 15 3. .3 26.3 * 1 0930 115 31. 127.5 43.8 * 1 1750 215 30. 106.7 42.4
1 0115 16 3. .3 26.3 * 1 0935 116 31. 127.3 43.8 * 1 1755 216 30. 106.5 42.4
1 0120 17 3. .3 26.3 * 1 0940 117 31. 127.1 43.8 * 1 1800 217 30. 106.3 42.4
1 0125 18 3. .4 26.4 * 1 0945 118 31. 126.9 43.8 * 1 1805 218 30. 106.1 42.4
1 0130 19 4. .4 26.4 * 1 0950 119 31. 126.7 43.8 * 1 1810 219 29. 105.9 42.3
1 0135 20 4. .5 26.5 * 1 0955 120 31. 126.5 43.8 * 1 1815 220 29. 105.7 42.3
1 0140 21 6. .6 26.6 * 1 1000 121 31. 126.2 43.7 * 1 1820 221 29. 105.5 42.3
1 0145 22 7. .8 26.8 * 1 1005 122 31. 126.0 43.7 * 1 1825 222 29. 105.3 42.3
1 0150 23 8. 1.1 27.1 * 1 1010 123 31. 125.8 43.7 * 1 1830 223 29. 105.1 42.3
1 0155 24 8. 1.4 27.4 * 1 1015 124 31. 125.6 43.7 * 1 1835 224 29. 104.9 42.3
1 0200 25 9. 1.6 27.6 * 1 1020 125 31. 125.4 43.7 * 1 1840 225 29. 104.7 42.3
1 0205 26 10. 1.9 27.9 * 1 1025 126 31. 125.2 43.7 * 1 1845 226 29. 104.5 42.2
1 0210 27 11. 2.2 28.1 * 1 1030 127 31. 125.0 43.7 * 1 1850 227 29. 104.3 42.2
1 0215 28 11. 2.4 28.2 * 1 1035 128 31. 124.8 43.6 * 1 1855 228 29. 104.1 42.2
1 0220 29 11. 2.7 28.3 * 1 1040 129 31. 124.6 43.6 * 1 1900 229 29. 103.9 42.2
1 0225 30 11. 3.0 28.5 * 1 1045 130 31. 124.3 43.6 * 1 1905 230 29. 103.7 42.2
1 0230 31 12. 3.4 28.7 * 1 1050 131 31. 124.1 43.6 * 1 1910 231 29. 103.5 42.2
1 0235 32 13. 3.9 28.9 * 1 1055 132 31. 123.9 43.6 * 1 1915 232 29. 103.3 42.2
1 0240 33 13. 4.4 29.2 * 1 1100 133 31. 123.7 43.6 * 1 1920 233 29. 103.1 42.1
1 0245 34 14. 4.9 29.5 * 1 1105 134 31. 123.5 43.6 * 1 1925 234 29. 102.9 42.1
1 0250 35 14. 5.5 29.7 * 1 1110 135 31. 123.3 43.5 * 1 1930 235 29. 102.7 42.1
1 0255 36 15. 6.1 30.0 * 1 1115 136 31. 123.1 43.5 * 1 1935 236 29. 102.5 42.1
1 0300 37 15. 6.7 30.1 * 1 1120 137 31. 122.9 43.5 * 1 1940 237 29. 102.3 42.1
1 0305 38 15. 7.3 30.2 * 1 1125 138 31. 122.7 43.5 * 1 1945 238 29. 102.1 42.1
1 0310 39 15. 8.0 30.3 * 1 1130 139 31. 122.5 43.5 * 1 1950 239 29. 101.9 42.1
1 0315 40 15. 9.0 30.4 * 1 1135 140 30. 122.2 43.5 * 1 1955 240 29. 101.7 42.0
1 0320 41 16. 10.4 30.6 * 1 1140 141 30. 122.0 43.5 * 1 2000 241 29. 101.5 42.0
1 0325 42 16. 12.8 30.9 * 1 1145 142 30. 121.8 43.4 * 1 2005 242 29. 101.3 42.0
1 0330 43 17. 16.9 31.8 * 1 1150 143 30. 121.6 43.4 * 1 2010 243 29. 101.1 42.0
1 0335 44 20. 23.1 33.5 * 1 1155 144 30. 121.4 43.4 * 1 2015 244 29. 100.9 42.0
1 0340 45 22. 31.6 34.9 * 1 1200 145 30. 121.2 43.4 * 1 2020 245 29. 100.7 42.0
1 0345 46 23. 41.7 36.2 * 1 1205 146 30. 121.0 43.4 * 1 2025 246 29. 100.5 42.0
1 0350 47 25. 52.5 37.5 * 1 1210 147 30. 120.8 43.4 * 1 2030 247 29. 100.3 41.9
1 0355 48 26. 62.8 38.6 * 1 1215 148 30. 120.6 43.3 * 1 2035 248 29. 100.1 41.9
1 0400 49 27. 72.0 39.5 * 1 1220 149 30. 120.4 43.3 * 1 2040 249 29. 99.9 41.9
1 0405 50 28. 80.0 40.2 * 1 1225 150 30. 120.1 43.3 * 1 2045 250 29. 99.7 41.9
1 0410 51 28. 86.5 40.8 * 1 1230 151 30. 119.9 43.3 * 1 2050 251 29. 99.5 41.9
1 0415 52 28. 91.9 41.2 * 1 1235 152 30. 119.7 43.3 * 1 2055 252 29. 99.3 41.9
1 0420 53 29. 96.3 41.6 * 1 1240 153 30. 119.5 43.3 * 1 2100 253 29. 99.1 41.8
1 0425 54 29. 99.9 41.9 * 1 1245 154 30. 119.3 43.3 * 1 2105 254 29. 98.9 41.8
1 0430 55 29. 102.8 42.1 * 1 1250 155 30. 119.1 43.2 * 1 2110 255 29. 98.7 41.8
1 0435 56 29. 105.5 42.3 * 1 1255 156 30. 118.9 43.2 * 1 2115 256 29. 98.5 41.8
1 0440 57 30. 108.1 42.5 * 1 1300 157 30. 118.7 43.2 * 1 2120 257 29. 98.3 41.8
1 0445 58 30. 110.6 42.7 * 1 1305 158 30. 118.5 43.2 * 1 2125 258 29. 98.1 41.8
1 0450 59 30. 113.3 42.8 * 1 1310 159 30. 118.3 43.2 * 1 2130 259 29. 97.9 41.7
1 0455 60 30. 116.0 43.0 * 1 1315 160 30. 118.1 43.2 * 1 2135 260 29. 97.7 41.7
1 0500 61 30. 118.8 43.2 * 1 1320 161 30. 117.9 43.2 * 1 2140 261 29. 97.5 41.7
1 0505 62 30. 121.5 43.4 * 1 1325 162 30. 117.6 43.1 * 1 2145 262 29. 97.3 41.7
1 0510 63 31. 124.1 43.6 * 1 1330 163 30. 117.4 43.1 * 1 2150 263 29. 97.1 41.7
1 0515 64 31. 126.3 43.7 * 1 1335 164 30. 117.2 43.1 * 1 2155 264 29. 96.9 41.7
1 0520 65 31. 128.2 43.9 * 1 1340 165 30. 117.0 43.1 * 1 2200 265 29. 96.7 41.6
1 0525 66 31. 129.8 44.0 * 1 1345 166 30. 116.8 43.1 * 1 2205 266 29. 96.5 41.6
1 0530 67 31. 131.0 44.1 * 1 1350 167 30. 116.6 43.1 * 1 2210 267 29. 96.3 41.6
1 0535 68 31. 132.0 44.1 * 1 1355 168 30. 116.4 43.1 * 1 2215 268 29. 96.1 41.6
1 0540 69 31. 132.7 44.2 * 1 1400 169 30. 116.2 43.0 * 1 2220 269 29. 95.9 41.6
1 0545 70 31. 133.3 44.2 * 1 1405 170 30. 116.0 43.0 * 1 2225 270 29. 95.7 41.6
1 0550 71 31. 133.8 44.3 * 1 1410 171 30. 115.8 43.0 * 1 2230 271 29. 95.5 41.5
1 0555 72 31. 134.1 44.3 * 1 1415 172 30. 115.6 43.0 * 1 2235 272 29. 95.3 41.5
1 0600 73 31. 134.3 44.3 * 1 1420 173 30. 115.4 43.0 * 1 2240 273 29. 95.1 41.5
1 0605 74 31. 134.5 44.3 * 1 1425 174 30. 115.2 43.0 * 1 2245 274 29. 94.9 41.5
1 0610 75 31. 134.7 44.3 * 1 1430 175 30. 114.9 43.0 * 1 2250 275 29. 94.7 41.5
1 0615 76 31. 134.8 44.3 * 1 1435 176 30. 114.7 42.9 * 1 2255 276 29. 94.5 41.5
1 0620 77 31. 134.8 44.3 * 1 1440 177 30. 114.5 42.9 * 1 2300 277 29. 94.3 41.4
1 0625 78 31. 134.8 44.3 * 1 1445 178 30. 114.3 42.9 * 1 2305 278 29. 94.1 41.4
1 0630 79 31. 134.7 44.3 * 1 1450 179 30. 114.1 42.9 * 1 2310 279 29. 93.9 41.4
1 0635 80 31. 134.7 44.3 * 1 1455 180 30. 113.9 42.9 * 1 2315 280 29. 93.7 41.4
1 0640 81 31. 134.5 44.3 * 1 1500 181 30. 113.7 42.9 * 1 2320 281 29. 93.5 41.4
1 0645 82 31. 134.4 44.3 * 1 1505 182 30. 113.5 42.9 * 1 2325 282 29. 93.3 41.4
1 0650 83 31. 134.2 44.3 * 1 1510 183 30. 113.3 42.8 * 1 2330 283 29. 93.1 41.3
1 0655 84 31. 134.0 44.3 * 1 1515 184 30. 113.1 42.8 * 1 2335 284 29. 92.9 41.3
1 0700 85 31. 133.9 44.3 * 1 1520 185 30. 112.9 42.8 * 1 2340 285 29. 92.7 41.3
1 0705 86 31. 133.7 44.3 * 1 1525 186 30. 112.7 42.8 * 1 2345 286 29. 92.5 41.3
1 0710 87 31. 133.5 44.2 * 1 1530 187 30. 112.5 42.8 * 1 2350 287 29. 92.3 41.3
1 0715 88 31. 133.3 44.2 * 1 1535 188 30. 112.3 42.8 * 1 2355 288 28. 92.1 41.3
1 0720 89 31. 133.1 44.2 * 1 1540 189 30. 112.1 42.8 * 2 0000 289 28. 91.9 41.2
1 0725 90 31. 132.8 44.2 * 1 1545 190 30. 111.9 42.7 * 2 0005 290 28. 91.7 41.2
1 0730 91 31. 132.6 44.2 * 1 1550 191 30. 111.6 42.7 * 2 0010 291 28. 91.5 41.2
1 0735 92 31. 132.4 44.2 * 1 1555 192 30. 111.4 42.7 * 2 0015 292 28. 91.3 41.2
1 0740 93 31. 132.2 44.2 * 1 1600 193 30. 111.2 42.7 * 2 0020 293 28. 91.2 41.2
1 0745 94 31. 132.0 44.1 * 1 1605 194 30. 111.0 42.7 * 2 0025 294 28. 91.0 41.2
1 0750 95 31. 131.8 44.1 * 1 1610 195 30. 110.8 42.7 * 2 0030 295 28. 90.8 41.1
1 0755 96 31. 131.6 44.1 * 1 1615 196 30. 110.6 42.7 * 2 0035 296 28. 90.6 41.1
1 0800 97 31. 131.4 44.1 * 1 1620 197 30. 110.4 42.6 * 2 0040 297 28. 90.4 41.1
1 0805 98 31. 131.1 44.1 * 1 1625 198 30. 110.2 42.6 * 2 0045 298 28. 90.2 41.1
1 0810 99 31. 130.9 44.1 * 1 1630 199 30. 110.0 42.6 * 2 0050 299 28. 90.0 41.1
1 0815 100 31. 130.7 44.1 * 1 1635 200 30. 109.8 42.6 * 2 0055 300 28. 89.8 41.1
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.33 31. 28. 27. 27.
(INCHES) .153 .545 .545 .545
(AC-FT) 15. 55. 55. 55.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
135. 6.33 130. 100. 96. 96.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
44.34 6.33 44.00 41.09 40.54 40.54
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .92
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 31. 128.3 43.9 * 1 1640 201 30. 107.5 42.4
1 0005 2 0. .0 26.0 * 1 0825 102 31. 128.1 43.9 * 1 1645 202 30. 107.3 42.4
1 0010 3 0. .0 26.0 * 1 0830 103 31. 127.8 43.9 * 1 1650 203 30. 107.1 42.4
1 0015 4 0. .0 26.0 * 1 0835 104 31. 127.6 43.8 * 1 1655 204 30. 106.9 42.4
1 0020 5 0. .0 26.0 * 1 0840 105 31. 127.4 43.8 * 1 1700 205 30. 106.6 42.4
1 0025 6 0. .0 26.0 * 1 0845 106 31. 127.2 43.8 * 1 1705 206 30. 106.4 42.4
1 0030 7 0. .0 26.0 * 1 0850 107 31. 127.0 43.8 * 1 1710 207 30. 106.2 42.4
1 0035 8 0. .0 26.0 * 1 0855 108 31. 126.8 43.8 * 1 1715 208 30. 106.0 42.3
1 0040 9 0. .0 26.0 * 1 0900 109 31. 126.6 43.8 * 1 1720 209 29. 105.8 42.3
1 0045 10 1. .1 26.1 * 1 0905 110 31. 126.4 43.7 * 1 1725 210 29. 105.6 42.3
1 0050 11 1. .1 26.1 * 1 0910 111 31. 126.2 43.7 * 1 1730 211 29. 105.4 42.3
1 0055 12 2. .2 26.2 * 1 0915 112 31. 125.9 43.7 * 1 1735 212 29. 105.2 42.3
1 0100 13 2. .2 26.2 * 1 0920 113 31. 125.7 43.7 * 1 1740 213 29. 105.0 42.3
1 0105 14 2. .3 26.3 * 1 0925 114 31. 125.5 43.7 * 1 1745 214 29. 104.8 42.3
1 0110 15 2. .3 26.3 * 1 0930 115 31. 125.3 43.7 * 1 1750 215 29. 104.6 42.2
1 0115 16 3. .3 26.3 * 1 0935 116 31. 125.1 43.7 * 1 1755 216 29. 104.4 42.2
1 0120 17 3. .3 26.3 * 1 0940 117 31. 124.9 43.6 * 1 1800 217 29. 104.2 42.2
1 0125 18 3. .3 26.3 * 1 0945 118 31. 124.7 43.6 * 1 1805 218 29. 104.0 42.2
1 0130 19 3. .4 26.4 * 1 0950 119 31. 124.5 43.6 * 1 1810 219 29. 103.8 42.2
1 0135 20 4. .5 26.5 * 1 0955 120 31. 124.3 43.6 * 1 1815 220 29. 103.6 42.2
1 0140 21 5. .6 26.6 * 1 1000 121 31. 124.0 43.6 * 1 1820 221 29. 103.4 42.2
1 0145 22 6. .8 26.8 * 1 1005 122 31. 123.8 43.6 * 1 1825 222 29. 103.2 42.2
1 0150 23 7. 1.0 27.0 * 1 1010 123 31. 123.6 43.6 * 1 1830 223 29. 103.0 42.1
1 0155 24 8. 1.3 27.3 * 1 1015 124 31. 123.4 43.5 * 1 1835 224 29. 102.8 42.1
1 0200 25 9. 1.6 27.6 * 1 1020 125 31. 123.2 43.5 * 1 1840 225 29. 102.6 42.1
1 0205 26 10. 1.8 27.8 * 1 1025 126 31. 123.0 43.5 * 1 1845 226 29. 102.4 42.1
1 0210 27 10. 2.1 28.0 * 1 1030 127 31. 122.8 43.5 * 1 1850 227 29. 102.2 42.1
1 0215 28 11. 2.3 28.1 * 1 1035 128 31. 122.6 43.5 * 1 1855 228 29. 102.0 42.1
1 0220 29 11. 2.6 28.3 * 1 1040 129 30. 122.4 43.5 * 1 1900 229 29. 101.8 42.1
1 0225 30 11. 2.9 28.4 * 1 1045 130 30. 122.1 43.5 * 1 1905 230 29. 101.6 42.0
1 0230 31 12. 3.3 28.6 * 1 1050 131 30. 121.9 43.4 * 1 1910 231 29. 101.4 42.0
1 0235 32 12. 3.7 28.9 * 1 1055 132 30. 121.7 43.4 * 1 1915 232 29. 101.2 42.0
1 0240 33 13. 4.2 29.1 * 1 1100 133 30. 121.5 43.4 * 1 1920 233 29. 101.0 42.0
1 0245 34 13. 4.7 29.4 * 1 1105 134 30. 121.3 43.4 * 1 1925 234 29. 100.8 42.0
1 0250 35 14. 5.3 29.6 * 1 1110 135 30. 121.1 43.4 * 1 1930 235 29. 100.6 42.0
1 0255 36 14. 5.9 29.9 * 1 1115 136 30. 120.9 43.4 * 1 1935 236 29. 100.4 41.9
1 0300 37 15. 6.5 30.1 * 1 1120 137 30. 120.7 43.4 * 1 1940 237 29. 100.2 41.9
1 0305 38 15. 7.1 30.1 * 1 1125 138 30. 120.5 43.3 * 1 1945 238 29. 100.0 41.9
1 0310 39 15. 7.8 30.2 * 1 1130 139 30. 120.3 43.3 * 1 1950 239 29. 99.8 41.9
1 0315 40 15. 8.7 30.3 * 1 1135 140 30. 120.1 43.3 * 1 1955 240 29. 99.6 41.9
1 0320 41 15. 10.1 30.5 * 1 1140 141 30. 119.8 43.3 * 1 2000 241 29. 99.4 41.9
1 0325 42 16. 12.5 30.8 * 1 1145 142 30. 119.6 43.3 * 1 2005 242 29. 99.2 41.8
1 0330 43 17. 16.4 31.7 * 1 1150 143 30. 119.4 43.3 * 1 2010 243 29. 99.0 41.8
1 0335 44 20. 22.5 33.3 * 1 1155 144 30. 119.2 43.3 * 1 2015 244 29. 98.8 41.8
1 0340 45 22. 30.9 34.8 * 1 1200 145 30. 119.0 43.2 * 1 2020 245 29. 98.6 41.8
1 0345 46 23. 40.8 36.1 * 1 1205 146 30. 118.8 43.2 * 1 2025 246 29. 98.4 41.8
1 0350 47 25. 51.4 37.3 * 1 1210 147 30. 118.6 43.2 * 1 2030 247 29. 98.2 41.8
1 0355 48 26. 61.6 38.5 * 1 1215 148 30. 118.4 43.2 * 1 2035 248 29. 98.0 41.7
1 0400 49 27. 70.7 39.4 * 1 1220 149 30. 118.2 43.2 * 1 2040 249 29. 97.8 41.7
1 0405 50 27. 78.5 40.1 * 1 1225 150 30. 118.0 43.2 * 1 2045 250 29. 97.6 41.7
1 0410 51 28. 85.0 40.7 * 1 1230 151 30. 117.8 43.2 * 1 2050 251 29. 97.4 41.7
1 0415 52 28. 90.3 41.1 * 1 1235 152 30. 117.5 43.1 * 1 2055 252 29. 97.2 41.7
1 0420 53 29. 94.6 41.5 * 1 1240 153 30. 117.3 43.1 * 1 2100 253 29. 97.0 41.7
1 0425 54 29. 98.1 41.8 * 1 1245 154 30. 117.1 43.1 * 1 2105 254 29. 96.8 41.6
1 0430 55 29. 101.1 42.0 * 1 1250 155 30. 116.9 43.1 * 1 2110 255 29. 96.6 41.6
1 0435 56 29. 103.7 42.2 * 1 1255 156 30. 116.7 43.1 * 1 2115 256 29. 96.4 41.6
1 0440 57 30. 106.2 42.4 * 1 1300 157 30. 116.5 43.1 * 1 2120 257 29. 96.2 41.6
1 0445 58 30. 108.8 42.5 * 1 1305 158 30. 116.3 43.1 * 1 2125 258 29. 96.0 41.6
1 0450 59 30. 111.4 42.7 * 1 1310 159 30. 116.1 43.0 * 1 2130 259 29. 95.8 41.6
1 0455 60 30. 114.1 42.9 * 1 1315 160 30. 115.9 43.0 * 1 2135 260 29. 95.6 41.5
1 0500 61 30. 116.8 43.1 * 1 1320 161 30. 115.7 43.0 * 1 2140 261 29. 95.4 41.5
1 0505 62 30. 119.5 43.3 * 1 1325 162 30. 115.5 43.0 * 1 2145 262 29. 95.2 41.5
1 0510 63 30. 122.0 43.4 * 1 1330 163 30. 115.3 43.0 * 1 2150 263 29. 95.0 41.5
1 0515 64 31. 124.2 43.6 * 1 1335 164 30. 115.1 43.0 * 1 2155 264 29. 94.8 41.5
1 0520 65 31. 126.1 43.7 * 1 1340 165 30. 114.9 43.0 * 1 2200 265 29. 94.6 41.5
1 0525 66 31. 127.6 43.8 * 1 1345 166 30. 114.6 42.9 * 1 2205 266 29. 94.4 41.5
1 0530 67 31. 128.8 43.9 * 1 1350 167 30. 114.4 42.9 * 1 2210 267 29. 94.2 41.4
1 0535 68 31. 129.8 44.0 * 1 1355 168 30. 114.2 42.9 * 1 2215 268 29. 94.0 41.4
1 0540 69 31. 130.5 44.0 * 1 1400 169 30. 114.0 42.9 * 1 2220 269 29. 93.8 41.4
1 0545 70 31. 131.1 44.1 * 1 1405 170 30. 113.8 42.9 * 1 2225 270 29. 93.6 41.4
1 0550 71 31. 131.5 44.1 * 1 1410 171 30. 113.6 42.9 * 1 2230 271 29. 93.4 41.4
1 0555 72 31. 131.9 44.1 * 1 1415 172 30. 113.4 42.9 * 1 2235 272 29. 93.2 41.4
1 0600 73 31. 132.1 44.2 * 1 1420 173 30. 113.2 42.8 * 1 2240 273 29. 93.0 41.3
1 0605 74 31. 132.3 44.2 * 1 1425 174 30. 113.0 42.8 * 1 2245 274 29. 92.8 41.3
1 0610 75 31. 132.4 44.2 * 1 1430 175 30. 112.8 42.8 * 1 2250 275 29. 92.6 41.3
1 0615 76 31. 132.5 44.2 * 1 1435 176 30. 112.6 42.8 * 1 2255 276 29. 92.4 41.3
1 0620 77 31. 132.6 44.2 * 1 1440 177 30. 112.4 42.8 * 1 2300 277 29. 92.2 41.3
1 0625 78 31. 132.6 44.2 * 1 1445 178 30. 112.2 42.8 * 1 2305 278 28. 92.0 41.3
1 0630 79 31. 132.5 44.2 * 1 1450 179 30. 112.0 42.8 * 1 2310 279 28. 91.9 41.2
1 0635 80 31. 132.4 44.2 * 1 1455 180 30. 111.8 42.7 * 1 2315 280 28. 91.7 41.2
1 0640 81 31. 132.3 44.2 * 1 1500 181 30. 111.6 42.7 * 1 2320 281 28. 91.5 41.2
1 0645 82 31. 132.1 44.2 * 1 1505 182 30. 111.3 42.7 * 1 2325 282 28. 91.3 41.2
1 0650 83 31. 132.0 44.1 * 1 1510 183 30. 111.1 42.7 * 1 2330 283 28. 91.1 41.2
1 0655 84 31. 131.8 44.1 * 1 1515 184 30. 110.9 42.7 * 1 2335 284 28. 90.9 41.2
1 0700 85 31. 131.6 44.1 * 1 1520 185 30. 110.7 42.7 * 1 2340 285 28. 90.7 41.1
1 0705 86 31. 131.4 44.1 * 1 1525 186 30. 110.5 42.7 * 1 2345 286 28. 90.5 41.1
1 0710 87 31. 131.2 44.1 * 1 1530 187 30. 110.3 42.6 * 1 2350 287 28. 90.3 41.1
1 0715 88 31. 131.0 44.1 * 1 1535 188 30. 110.1 42.6 * 1 2355 288 28. 90.1 41.1
1 0720 89 31. 130.8 44.1 * 1 1540 189 30. 109.9 42.6 * 2 0000 289 28. 89.9 41.1
1 0725 90 31. 130.6 44.0 * 1 1545 190 30. 109.7 42.6 * 2 0005 290 28. 89.7 41.1
1 0730 91 31. 130.4 44.0 * 1 1550 191 30. 109.5 42.6 * 2 0010 291 28. 89.5 41.0
1 0735 92 31. 130.2 44.0 * 1 1555 192 30. 109.3 42.6 * 2 0015 292 28. 89.3 41.0
1 0740 93 31. 130.0 44.0 * 1 1600 193 30. 109.1 42.6 * 2 0020 293 28. 89.1 41.0
1 0745 94 31. 129.8 44.0 * 1 1605 194 30. 108.9 42.5 * 2 0025 294 28. 88.9 41.0
1 0750 95 31. 129.5 44.0 * 1 1610 195 30. 108.7 42.5 * 2 0030 295 28. 88.7 41.0
1 0755 96 31. 129.3 44.0 * 1 1615 196 30. 108.5 42.5 * 2 0035 296 28. 88.5 41.0
1 0800 97 31. 129.1 43.9 * 1 1620 197 30. 108.3 42.5 * 2 0040 297 28. 88.3 40.9
1 0805 98 31. 128.9 43.9 * 1 1625 198 30. 108.1 42.5 * 2 0045 298 28. 88.1 40.9
1 0810 99 31. 128.7 43.9 * 1 1630 199 30. 107.9 42.5 * 2 0050 299 28. 87.9 40.9
1 0815 100 31. 128.5 43.9 * 1 1635 200 30. 107.7 42.5 * 2 0055 300 28. 87.8 40.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.33 31. 27. 26. 26.
(INCHES) .152 .542 .543 .543
(AC-FT) 15. 54. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
133. 6.33 128. 98. 94. 94.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
44.18 6.33 43.84 40.95 40.40 40.40
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .91
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 31. 126.7 43.8 * 1 1640 201 29. 105.9 42.3
1 0005 2 0. .0 26.0 * 1 0825 102 31. 126.5 43.8 * 1 1645 202 29. 105.7 42.3
1 0010 3 0. .0 26.0 * 1 0830 103 31. 126.2 43.7 * 1 1650 203 29. 105.5 42.3
1 0015 4 0. .0 26.0 * 1 0835 104 31. 126.0 43.7 * 1 1655 204 29. 105.3 42.3
1 0020 5 0. .0 26.0 * 1 0840 105 31. 125.8 43.7 * 1 1700 205 29. 105.1 42.3
1 0025 6 0. .0 26.0 * 1 0845 106 31. 125.6 43.7 * 1 1705 206 29. 104.9 42.3
1 0030 7 0. .0 26.0 * 1 0850 107 31. 125.4 43.7 * 1 1710 207 29. 104.7 42.3
1 0035 8 0. .0 26.0 * 1 0855 108 31. 125.2 43.7 * 1 1715 208 29. 104.5 42.2
1 0040 9 0. .0 26.0 * 1 0900 109 31. 125.0 43.7 * 1 1720 209 29. 104.3 42.2
1 0045 10 1. .1 26.1 * 1 0905 110 31. 124.8 43.6 * 1 1725 210 29. 104.1 42.2
1 0050 11 1. .1 26.1 * 1 0910 111 31. 124.6 43.6 * 1 1730 211 29. 103.9 42.2
1 0055 12 2. .2 26.2 * 1 0915 112 31. 124.3 43.6 * 1 1735 212 29. 103.7 42.2
1 0100 13 2. .2 26.2 * 1 0920 113 31. 124.1 43.6 * 1 1740 213 29. 103.5 42.2
1 0105 14 2. .2 26.2 * 1 0925 114 31. 123.9 43.6 * 1 1745 214 29. 103.3 42.2
1 0110 15 2. .3 26.3 * 1 0930 115 31. 123.7 43.6 * 1 1750 215 29. 103.1 42.1
1 0115 16 2. .3 26.3 * 1 0935 116 31. 123.5 43.6 * 1 1755 216 29. 102.9 42.1
1 0120 17 3. .3 26.3 * 1 0940 117 31. 123.3 43.5 * 1 1800 217 29. 102.7 42.1
1 0125 18 3. .3 26.3 * 1 0945 118 31. 123.1 43.5 * 1 1805 218 29. 102.5 42.1
1 0130 19 3. .4 26.4 * 1 0950 119 31. 122.9 43.5 * 1 1810 219 29. 102.3 42.1
1 0135 20 4. .4 26.4 * 1 0955 120 31. 122.7 43.5 * 1 1815 220 29. 102.1 42.1
1 0140 21 5. .6 26.6 * 1 1000 121 31. 122.5 43.5 * 1 1820 221 29. 101.9 42.1
1 0145 22 6. .8 26.8 * 1 1005 122 30. 122.2 43.5 * 1 1825 222 29. 101.7 42.0
1 0150 23 7. 1.0 27.0 * 1 1010 123 30. 122.0 43.5 * 1 1830 223 29. 101.5 42.0
1 0155 24 8. 1.2 27.2 * 1 1015 124 30. 121.8 43.4 * 1 1835 224 29. 101.3 42.0
1 0200 25 9. 1.5 27.5 * 1 1020 125 30. 121.6 43.4 * 1 1840 225 29. 101.1 42.0
1 0205 26 10. 1.8 27.8 * 1 1025 126 30. 121.4 43.4 * 1 1845 226 29. 100.9 42.0
1 0210 27 10. 2.0 28.0 * 1 1030 127 30. 121.2 43.4 * 1 1850 227 29. 100.7 42.0
1 0215 28 11. 2.2 28.1 * 1 1035 128 30. 121.0 43.4 * 1 1855 228 29. 100.5 42.0
1 0220 29 11. 2.5 28.2 * 1 1040 129 30. 120.8 43.4 * 1 1900 229 29. 100.3 41.9
1 0225 30 11. 2.8 28.4 * 1 1045 130 30. 120.6 43.3 * 1 1905 230 29. 100.1 41.9
1 0230 31 12. 3.2 28.6 * 1 1050 131 30. 120.4 43.3 * 1 1910 231 29. 99.9 41.9
1 0235 32 12. 3.6 28.8 * 1 1055 132 30. 120.1 43.3 * 1 1915 232 29. 99.7 41.9
1 0240 33 13. 4.1 29.0 * 1 1100 133 30. 119.9 43.3 * 1 1920 233 29. 99.5 41.9
1 0245 34 13. 4.6 29.3 * 1 1105 134 30. 119.7 43.3 * 1 1925 234 29. 99.3 41.9
1 0250 35 14. 5.2 29.6 * 1 1110 135 30. 119.5 43.3 * 1 1930 235 29. 99.1 41.8
1 0255 36 14. 5.7 29.9 * 1 1115 136 30. 119.3 43.3 * 1 1935 236 29. 98.9 41.8
1 0300 37 15. 6.3 30.0 * 1 1120 137 30. 119.1 43.2 * 1 1940 237 29. 98.7 41.8
1 0305 38 15. 6.9 30.1 * 1 1125 138 30. 118.9 43.2 * 1 1945 238 29. 98.5 41.8
1 0310 39 15. 7.6 30.2 * 1 1130 139 30. 118.7 43.2 * 1 1950 239 29. 98.3 41.8
1 0315 40 15. 8.5 30.3 * 1 1135 140 30. 118.5 43.2 * 1 1955 240 29. 98.1 41.8
1 0320 41 15. 9.9 30.5 * 1 1140 141 30. 118.3 43.2 * 1 2000 241 29. 97.9 41.7
1 0325 42 16. 12.2 30.8 * 1 1145 142 30. 118.1 43.2 * 1 2005 242 29. 97.7 41.7
1 0330 43 17. 16.1 31.6 * 1 1150 143 30. 117.9 43.2 * 1 2010 243 29. 97.5 41.7
1 0335 44 20. 22.1 33.2 * 1 1155 144 30. 117.6 43.1 * 1 2015 244 29. 97.3 41.7
1 0340 45 22. 30.3 34.7 * 1 1200 145 30. 117.4 43.1 * 1 2020 245 29. 97.1 41.7
1 0345 46 23. 40.2 36.0 * 1 1205 146 30. 117.2 43.1 * 1 2025 246 29. 96.9 41.7
1 0350 47 24. 50.6 37.3 * 1 1210 147 30. 117.0 43.1 * 1 2030 247 29. 96.7 41.6
1 0355 48 26. 60.7 38.4 * 1 1215 148 30. 116.8 43.1 * 1 2035 248 29. 96.5 41.6
1 0400 49 27. 69.7 39.3 * 1 1220 149 30. 116.6 43.1 * 1 2040 249 29. 96.3 41.6
1 0405 50 27. 77.5 40.0 * 1 1225 150 30. 116.4 43.1 * 1 2045 250 29. 96.1 41.6
1 0410 51 28. 83.9 40.6 * 1 1230 151 30. 116.2 43.0 * 1 2050 251 29. 95.9 41.6
1 0415 52 28. 89.1 41.0 * 1 1235 152 30. 116.0 43.0 * 1 2055 252 29. 95.7 41.6
1 0420 53 29. 93.4 41.4 * 1 1240 153 30. 115.8 43.0 * 1 2100 253 29. 95.5 41.5
1 0425 54 29. 96.9 41.7 * 1 1245 154 30. 115.6 43.0 * 1 2105 254 29. 95.3 41.5
1 0430 55 29. 99.8 41.9 * 1 1250 155 30. 115.4 43.0 * 1 2110 255 29. 95.1 41.5
1 0435 56 29. 102.4 42.1 * 1 1255 156 30. 115.2 43.0 * 1 2115 256 29. 94.9 41.5
1 0440 57 29. 104.9 42.3 * 1 1300 157 30. 114.9 43.0 * 1 2120 257 29. 94.7 41.5
1 0445 58 30. 107.4 42.4 * 1 1305 158 30. 114.7 42.9 * 1 2125 258 29. 94.5 41.5
1 0450 59 30. 110.0 42.6 * 1 1310 159 30. 114.5 42.9 * 1 2130 259 29. 94.3 41.4
1 0455 60 30. 112.7 42.8 * 1 1315 160 30. 114.3 42.9 * 1 2135 260 29. 94.1 41.4
1 0500 61 30. 115.4 43.0 * 1 1320 161 30. 114.1 42.9 * 1 2140 261 29. 93.9 41.4
1 0505 62 30. 118.0 43.2 * 1 1325 162 30. 113.9 42.9 * 1 2145 262 29. 93.7 41.4
1 0510 63 30. 120.5 43.3 * 1 1330 163 30. 113.7 42.9 * 1 2150 263 29. 93.5 41.4
1 0515 64 31. 122.7 43.5 * 1 1335 164 30. 113.5 42.9 * 1 2155 264 29. 93.3 41.4
1 0520 65 31. 124.5 43.6 * 1 1340 165 30. 113.3 42.8 * 1 2200 265 29. 93.1 41.3
1 0525 66 31. 126.0 43.7 * 1 1345 166 30. 113.1 42.8 * 1 2205 266 29. 92.9 41.3
1 0530 67 31. 127.3 43.8 * 1 1350 167 30. 112.9 42.8 * 1 2210 267 29. 92.7 41.3
1 0535 68 31. 128.2 43.9 * 1 1355 168 30. 112.7 42.8 * 1 2215 268 29. 92.5 41.3
1 0540 69 31. 129.0 43.9 * 1 1400 169 30. 112.5 42.8 * 1 2220 269 29. 92.3 41.3
1 0545 70 31. 129.5 44.0 * 1 1405 170 30. 112.3 42.8 * 1 2225 270 28. 92.1 41.3
1 0550 71 31. 129.9 44.0 * 1 1410 171 30. 112.1 42.8 * 1 2230 271 28. 91.9 41.2
1 0555 72 31. 130.3 44.0 * 1 1415 172 30. 111.9 42.7 * 1 2235 272 28. 91.7 41.2
1 0600 73 31. 130.5 44.0 * 1 1420 173 30. 111.6 42.7 * 1 2240 273 28. 91.5 41.2
1 0605 74 31. 130.7 44.1 * 1 1425 174 30. 111.4 42.7 * 1 2245 274 28. 91.4 41.2
1 0610 75 31. 130.8 44.1 * 1 1430 175 30. 111.2 42.7 * 1 2250 275 28. 91.2 41.2
1 0615 76 31. 130.9 44.1 * 1 1435 176 30. 111.0 42.7 * 1 2255 276 28. 91.0 41.2
1 0620 77 31. 131.0 44.1 * 1 1440 177 30. 110.8 42.7 * 1 2300 277 28. 90.8 41.1
1 0625 78 31. 130.9 44.1 * 1 1445 178 30. 110.6 42.7 * 1 2305 278 28. 90.6 41.1
1 0630 79 31. 130.9 44.1 * 1 1450 179 30. 110.4 42.6 * 1 2310 279 28. 90.4 41.1
1 0635 80 31. 130.8 44.1 * 1 1455 180 30. 110.2 42.6 * 1 2315 280 28. 90.2 41.1
1 0640 81 31. 130.7 44.0 * 1 1500 181 30. 110.0 42.6 * 1 2320 281 28. 90.0 41.1
1 0645 82 31. 130.5 44.0 * 1 1505 182 30. 109.8 42.6 * 1 2325 282 28. 89.8 41.1
1 0650 83 31. 130.4 44.0 * 1 1510 183 30. 109.6 42.6 * 1 2330 283 28. 89.6 41.0
1 0655 84 31. 130.2 44.0 * 1 1515 184 30. 109.4 42.6 * 1 2335 284 28. 89.4 41.0
1 0700 85 31. 130.0 44.0 * 1 1520 185 30. 109.2 42.6 * 1 2340 285 28. 89.2 41.0
1 0705 86 31. 129.8 44.0 * 1 1525 186 30. 109.0 42.6 * 1 2345 286 28. 89.0 41.0
1 0710 87 31. 129.6 44.0 * 1 1530 187 30. 108.8 42.5 * 1 2350 287 28. 88.8 41.0
1 0715 88 31. 129.4 44.0 * 1 1535 188 30. 108.6 42.5 * 1 2355 288 28. 88.6 41.0
1 0720 89 31. 129.2 43.9 * 1 1540 189 30. 108.4 42.5 * 2 0000 289 28. 88.4 41.0
1 0725 90 31. 129.0 43.9 * 1 1545 190 30. 108.2 42.5 * 2 0005 290 28. 88.2 40.9
1 0730 91 31. 128.8 43.9 * 1 1550 191 30. 108.0 42.5 * 2 0010 291 28. 88.0 40.9
1 0735 92 31. 128.6 43.9 * 1 1555 192 30. 107.8 42.5 * 2 0015 292 28. 87.8 40.9
1 0740 93 31. 128.4 43.9 * 1 1600 193 30. 107.6 42.5 * 2 0020 293 28. 87.6 40.9
1 0745 94 31. 128.2 43.9 * 1 1605 194 30. 107.3 42.4 * 2 0025 294 28. 87.5 40.9
1 0750 95 31. 127.9 43.9 * 1 1610 195 30. 107.1 42.4 * 2 0030 295 28. 87.3 40.9
1 0755 96 31. 127.7 43.8 * 1 1615 196 30. 106.9 42.4 * 2 0035 296 28. 87.1 40.8
1 0800 97 31. 127.5 43.8 * 1 1620 197 30. 106.7 42.4 * 2 0040 297 28. 86.9 40.8
1 0805 98 31. 127.3 43.8 * 1 1625 198 30. 106.5 42.4 * 2 0045 298 28. 86.7 40.8
1 0810 99 31. 127.1 43.8 * 1 1630 199 30. 106.3 42.4 * 2 0050 299 28. 86.5 40.8
1 0815 100 31. 126.9 43.8 * 1 1635 200 30. 106.1 42.4 * 2 0055 300 28. 86.3 40.8
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.33 31. 27. 26. 26.
(INCHES) .152 .540 .541 .541
(AC-FT) 15. 54. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
131. 6.33 126. 96. 93. 93.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
44.07 6.33 43.73 40.84 40.30 40.30
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .90
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 31. 125.5 43.7 * 1 1640 201 29. 104.8 42.3
1 0005 2 0. .0 26.0 * 1 0825 102 31. 125.2 43.7 * 1 1645 202 29. 104.6 42.2
1 0010 3 0. .0 26.0 * 1 0830 103 31. 125.0 43.7 * 1 1650 203 29. 104.4 42.2
1 0015 4 0. .0 26.0 * 1 0835 104 31. 124.8 43.6 * 1 1655 204 29. 104.1 42.2
1 0020 5 0. .0 26.0 * 1 0840 105 31. 124.6 43.6 * 1 1700 205 29. 103.9 42.2
1 0025 6 0. .0 26.0 * 1 0845 106 31. 124.4 43.6 * 1 1705 206 29. 103.7 42.2
1 0030 7 0. .0 26.0 * 1 0850 107 31. 124.2 43.6 * 1 1710 207 29. 103.5 42.2
1 0035 8 0. .0 26.0 * 1 0855 108 31. 124.0 43.6 * 1 1715 208 29. 103.3 42.2
1 0040 9 0. .0 26.0 * 1 0900 109 31. 123.8 43.6 * 1 1720 209 29. 103.1 42.1
1 0045 10 1. .1 26.1 * 1 0905 110 31. 123.6 43.6 * 1 1725 210 29. 102.9 42.1
1 0050 11 1. .1 26.1 * 1 0910 111 31. 123.3 43.5 * 1 1730 211 29. 102.7 42.1
1 0055 12 1. .2 26.2 * 1 0915 112 31. 123.1 43.5 * 1 1735 212 29. 102.5 42.1
1 0100 13 2. .2 26.2 * 1 0920 113 31. 122.9 43.5 * 1 1740 213 29. 102.3 42.1
1 0105 14 2. .2 26.2 * 1 0925 114 31. 122.7 43.5 * 1 1745 214 29. 102.1 42.1
1 0110 15 2. .3 26.3 * 1 0930 115 31. 122.5 43.5 * 1 1750 215 29. 101.9 42.1
1 0115 16 2. .3 26.3 * 1 0935 116 30. 122.3 43.5 * 1 1755 216 29. 101.7 42.1
1 0120 17 2. .3 26.3 * 1 0940 117 30. 122.1 43.5 * 1 1800 217 29. 101.5 42.0
1 0125 18 3. .3 26.3 * 1 0945 118 30. 121.9 43.4 * 1 1805 218 29. 101.3 42.0
1 0130 19 3. .4 26.4 * 1 0950 119 30. 121.7 43.4 * 1 1810 219 29. 101.1 42.0
1 0135 20 4. .4 26.4 * 1 0955 120 30. 121.5 43.4 * 1 1815 220 29. 100.9 42.0
1 0140 21 5. .6 26.6 * 1 1000 121 30. 121.2 43.4 * 1 1820 221 29. 100.7 42.0
1 0145 22 6. .7 26.7 * 1 1005 122 30. 121.0 43.4 * 1 1825 222 29. 100.5 42.0
1 0150 23 7. 1.0 27.0 * 1 1010 123 30. 120.8 43.4 * 1 1830 223 29. 100.3 41.9
1 0155 24 8. 1.2 27.2 * 1 1015 124 30. 120.6 43.4 * 1 1835 224 29. 100.1 41.9
1 0200 25 9. 1.5 27.5 * 1 1020 125 30. 120.4 43.3 * 1 1840 225 29. 99.9 41.9
1 0205 26 10. 1.7 27.7 * 1 1025 126 30. 120.2 43.3 * 1 1845 226 29. 99.7 41.9
1 0210 27 10. 2.0 28.0 * 1 1030 127 30. 120.0 43.3 * 1 1850 227 29. 99.5 41.9
1 0215 28 11. 2.2 28.1 * 1 1035 128 30. 119.8 43.3 * 1 1855 228 29. 99.3 41.9
1 0220 29 11. 2.4 28.2 * 1 1040 129 30. 119.6 43.3 * 1 1900 229 29. 99.1 41.8
1 0225 30 11. 2.7 28.4 * 1 1045 130 30. 119.4 43.3 * 1 1905 230 29. 98.9 41.8
1 0230 31 12. 3.1 28.5 * 1 1050 131 30. 119.2 43.3 * 1 1910 231 29. 98.7 41.8
1 0235 32 12. 3.5 28.8 * 1 1055 132 30. 118.9 43.2 * 1 1915 232 29. 98.5 41.8
1 0240 33 13. 4.0 29.0 * 1 1100 133 30. 118.7 43.2 * 1 1920 233 29. 98.3 41.8
1 0245 34 13. 4.5 29.3 * 1 1105 134 30. 118.5 43.2 * 1 1925 234 29. 98.1 41.8
1 0250 35 14. 5.1 29.5 * 1 1110 135 30. 118.3 43.2 * 1 1930 235 29. 97.9 41.7
1 0255 36 14. 5.6 29.8 * 1 1115 136 30. 118.1 43.2 * 1 1935 236 29. 97.7 41.7
1 0300 37 15. 6.2 30.0 * 1 1120 137 30. 117.9 43.2 * 1 1940 237 29. 97.5 41.7
1 0305 38 15. 6.8 30.1 * 1 1125 138 30. 117.7 43.2 * 1 1945 238 29. 97.3 41.7
1 0310 39 15. 7.5 30.2 * 1 1130 139 30. 117.5 43.1 * 1 1950 239 29. 97.1 41.7
1 0315 40 15. 8.3 30.3 * 1 1135 140 30. 117.3 43.1 * 1 1955 240 29. 96.9 41.7
1 0320 41 15. 9.7 30.5 * 1 1140 141 30. 117.1 43.1 * 1 2000 241 29. 96.7 41.6
1 0325 42 16. 12.0 30.8 * 1 1145 142 30. 116.9 43.1 * 1 2005 242 29. 96.5 41.6
1 0330 43 17. 15.9 31.5 * 1 1150 143 30. 116.7 43.1 * 1 2010 243 29. 96.3 41.6
1 0335 44 19. 21.8 33.1 * 1 1155 144 30. 116.4 43.1 * 1 2015 244 29. 96.1 41.6
1 0340 45 21. 30.0 34.7 * 1 1200 145 30. 116.2 43.1 * 1 2020 245 29. 95.9 41.6
1 0345 46 23. 39.7 36.0 * 1 1205 146 30. 116.0 43.0 * 1 2025 246 29. 95.7 41.6
1 0350 47 24. 50.1 37.2 * 1 1210 147 30. 115.8 43.0 * 1 2030 247 29. 95.5 41.5
1 0355 48 26. 60.0 38.3 * 1 1215 148 30. 115.6 43.0 * 1 2035 248 29. 95.3 41.5
1 0400 49 26. 69.0 39.2 * 1 1220 149 30. 115.4 43.0 * 1 2040 249 29. 95.1 41.5
1 0405 50 27. 76.6 40.0 * 1 1225 150 30. 115.2 43.0 * 1 2045 250 29. 94.9 41.5
1 0410 51 28. 83.0 40.5 * 1 1230 151 30. 115.0 43.0 * 1 2050 251 29. 94.7 41.5
1 0415 52 28. 88.2 40.9 * 1 1235 152 30. 114.8 43.0 * 1 2055 252 29. 94.5 41.5
1 0420 53 29. 92.5 41.3 * 1 1240 153 30. 114.6 42.9 * 1 2100 253 29. 94.3 41.4
1 0425 54 29. 95.9 41.6 * 1 1245 154 30. 114.4 42.9 * 1 2105 254 29. 94.1 41.4
1 0430 55 29. 98.8 41.8 * 1 1250 155 30. 114.2 42.9 * 1 2110 255 29. 94.0 41.4
1 0435 56 29. 101.4 42.0 * 1 1255 156 30. 114.0 42.9 * 1 2115 256 29. 93.8 41.4
1 0440 57 29. 103.9 42.2 * 1 1300 157 30. 113.8 42.9 * 1 2120 257 29. 93.6 41.4
1 0445 58 30. 106.4 42.4 * 1 1305 158 30. 113.5 42.9 * 1 2125 258 29. 93.4 41.4
1 0450 59 30. 108.9 42.5 * 1 1310 159 30. 113.3 42.9 * 1 2130 259 29. 93.2 41.3
1 0455 60 30. 111.6 42.7 * 1 1315 160 30. 113.1 42.8 * 1 2135 260 29. 93.0 41.3
1 0500 61 30. 114.3 42.9 * 1 1320 161 30. 112.9 42.8 * 1 2140 261 29. 92.8 41.3
1 0505 62 30. 116.9 43.1 * 1 1325 162 30. 112.7 42.8 * 1 2145 262 29. 92.6 41.3
1 0510 63 30. 119.3 43.3 * 1 1330 163 30. 112.5 42.8 * 1 2150 263 29. 92.4 41.3
1 0515 64 30. 121.5 43.4 * 1 1335 164 30. 112.3 42.8 * 1 2155 264 29. 92.2 41.3
1 0520 65 31. 123.4 43.5 * 1 1340 165 30. 112.1 42.8 * 1 2200 265 28. 92.0 41.2
1 0525 66 31. 124.9 43.6 * 1 1345 166 30. 111.9 42.8 * 1 2205 266 28. 91.8 41.2
1 0530 67 31. 126.1 43.7 * 1 1350 167 30. 111.7 42.7 * 1 2210 267 28. 91.6 41.2
1 0535 68 31. 127.0 43.8 * 1 1355 168 30. 111.5 42.7 * 1 2215 268 28. 91.4 41.2
1 0540 69 31. 127.7 43.8 * 1 1400 169 30. 111.3 42.7 * 1 2220 269 28. 91.2 41.2
1 0545 70 31. 128.3 43.9 * 1 1405 170 30. 111.1 42.7 * 1 2225 270 28. 91.0 41.2
1 0550 71 31. 128.7 43.9 * 1 1410 171 30. 110.9 42.7 * 1 2230 271 28. 90.8 41.2
1 0555 72 31. 129.0 43.9 * 1 1415 172 30. 110.7 42.7 * 1 2235 272 28. 90.6 41.1
1 0600 73 31. 129.3 44.0 * 1 1420 173 30. 110.5 42.7 * 1 2240 273 28. 90.4 41.1
1 0605 74 31. 129.5 44.0 * 1 1425 174 30. 110.3 42.6 * 1 2245 274 28. 90.2 41.1
1 0610 75 31. 129.6 44.0 * 1 1430 175 30. 110.1 42.6 * 1 2250 275 28. 90.0 41.1
1 0615 76 31. 129.7 44.0 * 1 1435 176 30. 109.8 42.6 * 1 2255 276 28. 89.8 41.1
1 0620 77 31. 129.7 44.0 * 1 1440 177 30. 109.6 42.6 * 1 2300 277 28. 89.6 41.1
1 0625 78 31. 129.7 44.0 * 1 1445 178 30. 109.4 42.6 * 1 2305 278 28. 89.4 41.0
1 0630 79 31. 129.7 44.0 * 1 1450 179 30. 109.2 42.6 * 1 2310 279 28. 89.2 41.0
1 0635 80 31. 129.6 44.0 * 1 1455 180 30. 109.0 42.6 * 1 2315 280 28. 89.1 41.0
1 0640 81 31. 129.4 44.0 * 1 1500 181 30. 108.8 42.5 * 1 2320 281 28. 88.9 41.0
1 0645 82 31. 129.3 44.0 * 1 1505 182 30. 108.6 42.5 * 1 2325 282 28. 88.7 41.0
1 0650 83 31. 129.1 43.9 * 1 1510 183 30. 108.4 42.5 * 1 2330 283 28. 88.5 41.0
1 0655 84 31. 129.0 43.9 * 1 1515 184 30. 108.2 42.5 * 1 2335 284 28. 88.3 40.9
1 0700 85 31. 128.8 43.9 * 1 1520 185 30. 108.0 42.5 * 1 2340 285 28. 88.1 40.9
1 0705 86 31. 128.6 43.9 * 1 1525 186 30. 107.8 42.5 * 1 2345 286 28. 87.9 40.9
1 0710 87 31. 128.4 43.9 * 1 1530 187 30. 107.6 42.5 * 1 2350 287 28. 87.7 40.9
1 0715 88 31. 128.2 43.9 * 1 1535 188 30. 107.4 42.4 * 1 2355 288 28. 87.5 40.9
1 0720 89 31. 128.0 43.9 * 1 1540 189 30. 107.2 42.4 * 2 0000 289 28. 87.3 40.9
1 0725 90 31. 127.8 43.8 * 1 1545 190 30. 107.0 42.4 * 2 0005 290 28. 87.1 40.8
1 0730 91 31. 127.6 43.8 * 1 1550 191 30. 106.8 42.4 * 2 0010 291 28. 86.9 40.8
1 0735 92 31. 127.4 43.8 * 1 1555 192 30. 106.6 42.4 * 2 0015 292 28. 86.7 40.8
1 0740 93 31. 127.1 43.8 * 1 1600 193 30. 106.4 42.4 * 2 0020 293 28. 86.5 40.8
1 0745 94 31. 126.9 43.8 * 1 1605 194 30. 106.2 42.4 * 2 0025 294 28. 86.3 40.8
1 0750 95 31. 126.7 43.8 * 1 1610 195 29. 106.0 42.3 * 2 0030 295 28. 86.1 40.8
1 0755 96 31. 126.5 43.8 * 1 1615 196 29. 105.8 42.3 * 2 0035 296 28. 86.0 40.7
1 0800 97 31. 126.3 43.7 * 1 1620 197 29. 105.6 42.3 * 2 0040 297 28. 85.8 40.7
1 0805 98 31. 126.1 43.7 * 1 1625 198 29. 105.4 42.3 * 2 0045 298 28. 85.6 40.7
1 0810 99 31. 125.9 43.7 * 1 1630 199 29. 105.2 42.3 * 2 0050 299 28. 85.4 40.7
1 0815 100 31. 125.7 43.7 * 1 1635 200 29. 105.0 42.3 * 2 0055 300 28. 85.2 40.7
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.33 31. 27. 26. 26.
(INCHES) .152 .539 .539 .539
(AC-FT) 15. 54. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
130. 6.33 125. 95. 92. 92.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.98 6.33 43.65 40.77 40.22 40.22
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .89
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 31. 123.6 43.6 * 1 1640 201 29. 103.0 42.1
1 0005 2 0. .0 26.0 * 1 0825 102 31. 123.4 43.5 * 1 1645 202 29. 102.8 42.1
1 0010 3 0. .0 26.0 * 1 0830 103 31. 123.2 43.5 * 1 1650 203 29. 102.6 42.1
1 0015 4 0. .0 26.0 * 1 0835 104 31. 122.9 43.5 * 1 1655 204 29. 102.4 42.1
1 0020 5 0. .0 26.0 * 1 0840 105 31. 122.7 43.5 * 1 1700 205 29. 102.2 42.1
1 0025 6 0. .0 26.0 * 1 0845 106 31. 122.5 43.5 * 1 1705 206 29. 102.0 42.1
1 0030 7 0. .0 26.0 * 1 0850 107 30. 122.3 43.5 * 1 1710 207 29. 101.8 42.1
1 0035 8 0. .0 26.0 * 1 0855 108 30. 122.1 43.5 * 1 1715 208 29. 101.6 42.0
1 0040 9 0. .0 26.0 * 1 0900 109 30. 121.9 43.4 * 1 1720 209 29. 101.4 42.0
1 0045 10 1. .1 26.1 * 1 0905 110 30. 121.7 43.4 * 1 1725 210 29. 101.1 42.0
1 0050 11 1. .1 26.1 * 1 0910 111 30. 121.5 43.4 * 1 1730 211 29. 100.9 42.0
1 0055 12 1. .2 26.2 * 1 0915 112 30. 121.3 43.4 * 1 1735 212 29. 100.7 42.0
1 0100 13 2. .2 26.2 * 1 0920 113 30. 121.1 43.4 * 1 1740 213 29. 100.5 42.0
1 0105 14 2. .2 26.2 * 1 0925 114 30. 120.9 43.4 * 1 1745 214 29. 100.3 41.9
1 0110 15 2. .2 26.2 * 1 0930 115 30. 120.6 43.4 * 1 1750 215 29. 100.1 41.9
1 0115 16 2. .3 26.3 * 1 0935 116 30. 120.4 43.3 * 1 1755 216 29. 99.9 41.9
1 0120 17 2. .3 26.3 * 1 0940 117 30. 120.2 43.3 * 1 1800 217 29. 99.7 41.9
1 0125 18 3. .3 26.3 * 1 0945 118 30. 120.0 43.3 * 1 1805 218 29. 99.5 41.9
1 0130 19 3. .3 26.3 * 1 0950 119 30. 119.8 43.3 * 1 1810 219 29. 99.3 41.9
1 0135 20 4. .4 26.4 * 1 0955 120 30. 119.6 43.3 * 1 1815 220 29. 99.1 41.8
1 0140 21 5. .5 26.5 * 1 1000 121 30. 119.4 43.3 * 1 1820 221 29. 98.9 41.8
1 0145 22 6. .7 26.7 * 1 1005 122 30. 119.2 43.3 * 1 1825 222 29. 98.7 41.8
1 0150 23 7. .9 26.9 * 1 1010 123 30. 119.0 43.2 * 1 1830 223 29. 98.5 41.8
1 0155 24 8. 1.2 27.2 * 1 1015 124 30. 118.8 43.2 * 1 1835 224 29. 98.3 41.8
1 0200 25 9. 1.4 27.4 * 1 1020 125 30. 118.6 43.2 * 1 1840 225 29. 98.1 41.8
1 0205 26 9. 1.7 27.7 * 1 1025 126 30. 118.3 43.2 * 1 1845 226 29. 97.9 41.7
1 0210 27 10. 1.9 27.9 * 1 1030 127 30. 118.1 43.2 * 1 1850 227 29. 97.7 41.7
1 0215 28 10. 2.1 28.0 * 1 1035 128 30. 117.9 43.2 * 1 1855 228 29. 97.5 41.7
1 0220 29 11. 2.3 28.2 * 1 1040 129 30. 117.7 43.2 * 1 1900 229 29. 97.3 41.7
1 0225 30 11. 2.6 28.3 * 1 1045 130 30. 117.5 43.1 * 1 1905 230 29. 97.1 41.7
1 0230 31 11. 3.0 28.5 * 1 1050 131 30. 117.3 43.1 * 1 1910 231 29. 96.9 41.7
1 0235 32 12. 3.4 28.7 * 1 1055 132 30. 117.1 43.1 * 1 1915 232 29. 96.8 41.6
1 0240 33 13. 3.9 28.9 * 1 1100 133 30. 116.9 43.1 * 1 1920 233 29. 96.6 41.6
1 0245 34 13. 4.4 29.2 * 1 1105 134 30. 116.7 43.1 * 1 1925 234 29. 96.4 41.6
1 0250 35 14. 4.9 29.4 * 1 1110 135 30. 116.5 43.1 * 1 1930 235 29. 96.2 41.6
1 0255 36 14. 5.5 29.7 * 1 1115 136 30. 116.3 43.1 * 1 1935 236 29. 96.0 41.6
1 0300 37 15. 6.0 30.0 * 1 1120 137 30. 116.1 43.0 * 1 1940 237 29. 95.8 41.6
1 0305 38 15. 6.6 30.1 * 1 1125 138 30. 115.9 43.0 * 1 1945 238 29. 95.6 41.5
1 0310 39 15. 7.2 30.2 * 1 1130 139 30. 115.6 43.0 * 1 1950 239 29. 95.4 41.5
1 0315 40 15. 8.1 30.3 * 1 1135 140 30. 115.4 43.0 * 1 1955 240 29. 95.2 41.5
1 0320 41 15. 9.4 30.4 * 1 1140 141 30. 115.2 43.0 * 1 2000 241 29. 95.0 41.5
1 0325 42 16. 11.7 30.7 * 1 1145 142 30. 115.0 43.0 * 1 2005 242 29. 94.8 41.5
1 0330 43 17. 15.5 31.4 * 1 1150 143 30. 114.8 43.0 * 1 2010 243 29. 94.6 41.5
1 0335 44 19. 21.4 33.0 * 1 1155 144 30. 114.6 42.9 * 1 2015 244 29. 94.4 41.4
1 0340 45 21. 29.4 34.6 * 1 1200 145 30. 114.4 42.9 * 1 2020 245 29. 94.2 41.4
1 0345 46 23. 39.0 35.9 * 1 1205 146 30. 114.2 42.9 * 1 2025 246 29. 94.0 41.4
1 0350 47 24. 49.2 37.1 * 1 1210 147 30. 114.0 42.9 * 1 2030 247 29. 93.8 41.4
1 0355 48 25. 59.0 38.2 * 1 1215 148 30. 113.8 42.9 * 1 2035 248 29. 93.6 41.4
1 0400 49 26. 67.8 39.1 * 1 1220 149 30. 113.6 42.9 * 1 2040 249 29. 93.4 41.4
1 0405 50 27. 75.4 39.8 * 1 1225 150 30. 113.4 42.9 * 1 2045 250 29. 93.2 41.3
1 0410 51 28. 81.7 40.4 * 1 1230 151 30. 113.2 42.8 * 1 2050 251 29. 93.0 41.3
1 0415 52 28. 86.8 40.8 * 1 1235 152 30. 113.0 42.8 * 1 2055 252 29. 92.8 41.3
1 0420 53 28. 91.0 41.2 * 1 1240 153 30. 112.8 42.8 * 1 2100 253 29. 92.6 41.3
1 0425 54 29. 94.4 41.5 * 1 1245 154 30. 112.5 42.8 * 1 2105 254 29. 92.4 41.3
1 0430 55 29. 97.3 41.7 * 1 1250 155 30. 112.3 42.8 * 1 2110 255 29. 92.2 41.3
1 0435 56 29. 99.8 41.9 * 1 1255 156 30. 112.1 42.8 * 1 2115 256 28. 92.0 41.3
1 0440 57 29. 102.3 42.1 * 1 1300 157 30. 111.9 42.8 * 1 2120 257 28. 91.8 41.2
1 0445 58 29. 104.8 42.3 * 1 1305 158 30. 111.7 42.7 * 1 2125 258 28. 91.6 41.2
1 0450 59 30. 107.3 42.4 * 1 1310 159 30. 111.5 42.7 * 1 2130 259 28. 91.4 41.2
1 0455 60 30. 109.9 42.6 * 1 1315 160 30. 111.3 42.7 * 1 2135 260 28. 91.2 41.2
1 0500 61 30. 112.6 42.8 * 1 1320 161 30. 111.1 42.7 * 1 2140 261 28. 91.0 41.2
1 0505 62 30. 115.2 43.0 * 1 1325 162 30. 110.9 42.7 * 1 2145 262 28. 90.8 41.2
1 0510 63 30. 117.6 43.1 * 1 1330 163 30. 110.7 42.7 * 1 2150 263 28. 90.6 41.1
1 0515 64 30. 119.7 43.3 * 1 1335 164 30. 110.5 42.7 * 1 2155 264 28. 90.4 41.1
1 0520 65 30. 121.6 43.4 * 1 1340 165 30. 110.3 42.6 * 1 2200 265 28. 90.3 41.1
1 0525 66 31. 123.0 43.5 * 1 1345 166 30. 110.1 42.6 * 1 2205 266 28. 90.1 41.1
1 0530 67 31. 124.2 43.6 * 1 1350 167 30. 109.9 42.6 * 1 2210 267 28. 89.9 41.1
1 0535 68 31. 125.2 43.7 * 1 1355 168 30. 109.7 42.6 * 1 2215 268 28. 89.7 41.1
1 0540 69 31. 125.9 43.7 * 1 1400 169 30. 109.5 42.6 * 1 2220 269 28. 89.5 41.0
1 0545 70 31. 126.4 43.8 * 1 1405 170 30. 109.3 42.6 * 1 2225 270 28. 89.3 41.0
1 0550 71 31. 126.9 43.8 * 1 1410 171 30. 109.1 42.6 * 1 2230 271 28. 89.1 41.0
1 0555 72 31. 127.2 43.8 * 1 1415 172 30. 108.9 42.5 * 1 2235 272 28. 88.9 41.0
1 0600 73 31. 127.4 43.8 * 1 1420 173 30. 108.6 42.5 * 1 2240 273 28. 88.7 41.0
1 0605 74 31. 127.6 43.8 * 1 1425 174 30. 108.4 42.5 * 1 2245 274 28. 88.5 41.0
1 0610 75 31. 127.7 43.8 * 1 1430 175 30. 108.2 42.5 * 1 2250 275 28. 88.3 40.9
1 0615 76 31. 127.8 43.8 * 1 1435 176 30. 108.0 42.5 * 1 2255 276 28. 88.1 40.9
1 0620 77 31. 127.8 43.9 * 1 1440 177 30. 107.8 42.5 * 1 2300 277 28. 87.9 40.9
1 0625 78 31. 127.8 43.9 * 1 1445 178 30. 107.6 42.5 * 1 2305 278 28. 87.7 40.9
1 0630 79 31. 127.8 43.8 * 1 1450 179 30. 107.4 42.4 * 1 2310 279 28. 87.5 40.9
1 0635 80 31. 127.7 43.8 * 1 1455 180 30. 107.2 42.4 * 1 2315 280 28. 87.3 40.9
1 0640 81 31. 127.6 43.8 * 1 1500 181 30. 107.0 42.4 * 1 2320 281 28. 87.1 40.8
1 0645 82 31. 127.4 43.8 * 1 1505 182 30. 106.8 42.4 * 1 2325 282 28. 86.9 40.8
1 0650 83 31. 127.3 43.8 * 1 1510 183 30. 106.6 42.4 * 1 2330 283 28. 86.8 40.8
1 0655 84 31. 127.1 43.8 * 1 1515 184 30. 106.4 42.4 * 1 2335 284 28. 86.6 40.8
1 0700 85 31. 126.9 43.8 * 1 1520 185 30. 106.2 42.4 * 1 2340 285 28. 86.4 40.8
1 0705 86 31. 126.7 43.8 * 1 1525 186 29. 106.0 42.3 * 1 2345 286 28. 86.2 40.8
1 0710 87 31. 126.5 43.8 * 1 1530 187 29. 105.8 42.3 * 1 2350 287 28. 86.0 40.7
1 0715 88 31. 126.3 43.7 * 1 1535 188 29. 105.6 42.3 * 1 2355 288 28. 85.8 40.7
1 0720 89 31. 126.1 43.7 * 1 1540 189 29. 105.4 42.3 * 2 0000 289 28. 85.6 40.7
1 0725 90 31. 125.9 43.7 * 1 1545 190 29. 105.2 42.3 * 2 0005 290 28. 85.4 40.7
1 0730 91 31. 125.7 43.7 * 1 1550 191 29. 105.0 42.3 * 2 0010 291 28. 85.2 40.7
1 0735 92 31. 125.5 43.7 * 1 1555 192 29. 104.8 42.3 * 2 0015 292 28. 85.0 40.7
1 0740 93 31. 125.3 43.7 * 1 1600 193 29. 104.6 42.2 * 2 0020 293 28. 84.8 40.7
1 0745 94 31. 125.1 43.7 * 1 1605 194 29. 104.4 42.2 * 2 0025 294 28. 84.6 40.6
1 0750 95 31. 124.8 43.6 * 1 1610 195 29. 104.2 42.2 * 2 0030 295 28. 84.4 40.6
1 0755 96 31. 124.6 43.6 * 1 1615 196 29. 104.0 42.2 * 2 0035 296 28. 84.2 40.6
1 0800 97 31. 124.4 43.6 * 1 1620 197 29. 103.8 42.2 * 2 0040 297 28. 84.1 40.6
1 0805 98 31. 124.2 43.6 * 1 1625 198 29. 103.6 42.2 * 2 0045 298 28. 83.9 40.6
1 0810 99 31. 124.0 43.6 * 1 1630 199 29. 103.4 42.2 * 2 0050 299 28. 83.7 40.6
1 0815 100 31. 123.8 43.6 * 1 1635 200 29. 103.2 42.1 * 2 0055 300 28. 83.5 40.5
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.33 31. 27. 26. 26.
(INCHES) .151 .536 .537 .537
(AC-FT) 15. 54. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
128. 6.33 123. 94. 90. 90.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.85 6.33 43.52 40.64 40.11 40.11
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 30. 121.3 43.4 * 1 1640 201 29. 100.7 42.0
1 0005 2 0. .0 26.0 * 1 0825 102 30. 121.1 43.4 * 1 1645 202 29. 100.5 42.0
1 0010 3 0. .0 26.0 * 1 0830 103 30. 120.8 43.4 * 1 1650 203 29. 100.3 41.9
1 0015 4 0. .0 26.0 * 1 0835 104 30. 120.6 43.4 * 1 1655 204 29. 100.1 41.9
1 0020 5 0. .0 26.0 * 1 0840 105 30. 120.4 43.3 * 1 1700 205 29. 99.9 41.9
1 0025 6 0. .0 26.0 * 1 0845 106 30. 120.2 43.3 * 1 1705 206 29. 99.7 41.9
1 0030 7 0. .0 26.0 * 1 0850 107 30. 120.0 43.3 * 1 1710 207 29. 99.5 41.9
1 0035 8 0. .0 26.0 * 1 0855 108 30. 119.8 43.3 * 1 1715 208 29. 99.3 41.9
1 0040 9 0. .0 26.0 * 1 0900 109 30. 119.6 43.3 * 1 1720 209 29. 99.1 41.8
1 0045 10 1. .1 26.1 * 1 0905 110 30. 119.4 43.3 * 1 1725 210 29. 98.9 41.8
1 0050 11 1. .1 26.1 * 1 0910 111 30. 119.2 43.3 * 1 1730 211 29. 98.7 41.8
1 0055 12 1. .1 26.1 * 1 0915 112 30. 119.0 43.2 * 1 1735 212 29. 98.5 41.8
1 0100 13 2. .2 26.2 * 1 0920 113 30. 118.8 43.2 * 1 1740 213 29. 98.3 41.8
1 0105 14 2. .2 26.2 * 1 0925 114 30. 118.5 43.2 * 1 1745 214 29. 98.1 41.8
1 0110 15 2. .2 26.2 * 1 0930 115 30. 118.3 43.2 * 1 1750 215 29. 97.9 41.7
1 0115 16 2. .2 26.2 * 1 0935 116 30. 118.1 43.2 * 1 1755 216 29. 97.7 41.7
1 0120 17 2. .2 26.2 * 1 0940 117 30. 117.9 43.2 * 1 1800 217 29. 97.5 41.7
1 0125 18 2. .3 26.3 * 1 0945 118 30. 117.7 43.2 * 1 1805 218 29. 97.3 41.7
1 0130 19 3. .3 26.3 * 1 0950 119 30. 117.5 43.1 * 1 1810 219 29. 97.1 41.7
1 0135 20 3. .4 26.4 * 1 0955 120 30. 117.3 43.1 * 1 1815 220 29. 96.9 41.7
1 0140 21 4. .5 26.5 * 1 1000 121 30. 117.1 43.1 * 1 1820 221 29. 96.7 41.6
1 0145 22 6. .7 26.7 * 1 1005 122 30. 116.9 43.1 * 1 1825 222 29. 96.5 41.6
1 0150 23 7. .9 26.9 * 1 1010 123 30. 116.7 43.1 * 1 1830 223 29. 96.3 41.6
1 0155 24 8. 1.1 27.1 * 1 1015 124 30. 116.5 43.1 * 1 1835 224 29. 96.2 41.6
1 0200 25 8. 1.4 27.4 * 1 1020 125 30. 116.3 43.1 * 1 1840 225 29. 96.0 41.6
1 0205 26 9. 1.6 27.6 * 1 1025 126 30. 116.1 43.0 * 1 1845 226 29. 95.8 41.6
1 0210 27 10. 1.8 27.8 * 1 1030 127 30. 115.8 43.0 * 1 1850 227 29. 95.6 41.5
1 0215 28 10. 2.0 28.0 * 1 1035 128 30. 115.6 43.0 * 1 1855 228 29. 95.4 41.5
1 0220 29 11. 2.2 28.1 * 1 1040 129 30. 115.4 43.0 * 1 1900 229 29. 95.2 41.5
1 0225 30 11. 2.5 28.2 * 1 1045 130 30. 115.2 43.0 * 1 1905 230 29. 95.0 41.5
1 0230 31 11. 2.9 28.4 * 1 1050 131 30. 115.0 43.0 * 1 1910 231 29. 94.8 41.5
1 0235 32 12. 3.3 28.6 * 1 1055 132 30. 114.8 43.0 * 1 1915 232 29. 94.6 41.5
1 0240 33 12. 3.7 28.9 * 1 1100 133 30. 114.6 42.9 * 1 1920 233 29. 94.4 41.4
1 0245 34 13. 4.2 29.1 * 1 1105 134 30. 114.4 42.9 * 1 1925 234 29. 94.2 41.4
1 0250 35 13. 4.7 29.4 * 1 1110 135 30. 114.2 42.9 * 1 1930 235 29. 94.0 41.4
1 0255 36 14. 5.3 29.6 * 1 1115 136 30. 114.0 42.9 * 1 1935 236 29. 93.8 41.4
1 0300 37 14. 5.8 29.9 * 1 1120 137 30. 113.8 42.9 * 1 1940 237 29. 93.6 41.4
1 0305 38 15. 6.4 30.0 * 1 1125 138 30. 113.6 42.9 * 1 1945 238 29. 93.4 41.4
1 0310 39 15. 7.0 30.1 * 1 1130 139 30. 113.4 42.9 * 1 1950 239 29. 93.2 41.3
1 0315 40 15. 7.8 30.2 * 1 1135 140 30. 113.2 42.8 * 1 1955 240 29. 93.0 41.3
1 0320 41 15. 9.1 30.4 * 1 1140 141 30. 113.0 42.8 * 1 2000 241 29. 92.8 41.3
1 0325 42 16. 11.3 30.7 * 1 1145 142 30. 112.7 42.8 * 1 2005 242 29. 92.6 41.3
1 0330 43 17. 15.1 31.3 * 1 1150 143 30. 112.5 42.8 * 1 2010 243 29. 92.4 41.3
1 0335 44 19. 20.8 32.9 * 1 1155 144 30. 112.3 42.8 * 1 2015 244 29. 92.2 41.3
1 0340 45 21. 28.6 34.5 * 1 1200 145 30. 112.1 42.8 * 1 2020 245 28. 92.0 41.3
1 0345 46 23. 38.1 35.7 * 1 1205 146 30. 111.9 42.8 * 1 2025 246 28. 91.8 41.2
1 0350 47 24. 48.1 37.0 * 1 1210 147 30. 111.7 42.7 * 1 2030 247 28. 91.6 41.2
1 0355 48 25. 57.8 38.1 * 1 1215 148 30. 111.5 42.7 * 1 2035 248 28. 91.4 41.2
1 0400 49 26. 66.4 38.9 * 1 1220 149 30. 111.3 42.7 * 1 2040 249 28. 91.2 41.2
1 0405 50 27. 73.8 39.7 * 1 1225 150 30. 111.1 42.7 * 1 2045 250 28. 91.0 41.2
1 0410 51 28. 80.0 40.3 * 1 1230 151 30. 110.9 42.7 * 1 2050 251 28. 90.8 41.2
1 0415 52 28. 85.1 40.7 * 1 1235 152 30. 110.7 42.7 * 1 2055 252 28. 90.6 41.1
1 0420 53 28. 89.2 41.0 * 1 1240 153 30. 110.5 42.7 * 1 2100 253 28. 90.4 41.1
1 0425 54 29. 92.6 41.3 * 1 1245 154 30. 110.3 42.6 * 1 2105 254 28. 90.2 41.1
1 0430 55 29. 95.4 41.5 * 1 1250 155 30. 110.1 42.6 * 1 2110 255 28. 90.1 41.1
1 0435 56 29. 97.9 41.7 * 1 1255 156 30. 109.9 42.6 * 1 2115 256 28. 89.9 41.1
1 0440 57 29. 100.3 41.9 * 1 1300 157 30. 109.7 42.6 * 1 2120 257 28. 89.7 41.1
1 0445 58 29. 102.8 42.1 * 1 1305 158 30. 109.5 42.6 * 1 2125 258 28. 89.5 41.0
1 0450 59 29. 105.3 42.3 * 1 1310 159 30. 109.3 42.6 * 1 2130 259 28. 89.3 41.0
1 0455 60 30. 107.8 42.5 * 1 1315 160 30. 109.1 42.6 * 1 2135 260 28. 89.1 41.0
1 0500 61 30. 110.5 42.7 * 1 1320 161 30. 108.8 42.5 * 1 2140 261 28. 88.9 41.0
1 0505 62 30. 113.0 42.8 * 1 1325 162 30. 108.6 42.5 * 1 2145 262 28. 88.7 41.0
1 0510 63 30. 115.4 43.0 * 1 1330 163 30. 108.4 42.5 * 1 2150 263 28. 88.5 41.0
1 0515 64 30. 117.5 43.1 * 1 1335 164 30. 108.2 42.5 * 1 2155 264 28. 88.3 40.9
1 0520 65 30. 119.3 43.3 * 1 1340 165 30. 108.0 42.5 * 1 2200 265 28. 88.1 40.9
1 0525 66 30. 120.8 43.4 * 1 1345 166 30. 107.8 42.5 * 1 2205 266 28. 87.9 40.9
1 0530 67 30. 122.0 43.4 * 1 1350 167 30. 107.6 42.5 * 1 2210 267 28. 87.7 40.9
1 0535 68 31. 122.9 43.5 * 1 1355 168 30. 107.4 42.4 * 1 2215 268 28. 87.5 40.9
1 0540 69 31. 123.6 43.6 * 1 1400 169 30. 107.2 42.4 * 1 2220 269 28. 87.3 40.9
1 0545 70 31. 124.1 43.6 * 1 1405 170 30. 107.0 42.4 * 1 2225 270 28. 87.1 40.8
1 0550 71 31. 124.6 43.6 * 1 1410 171 30. 106.8 42.4 * 1 2230 271 28. 86.9 40.8
1 0555 72 31. 124.9 43.6 * 1 1415 172 30. 106.6 42.4 * 1 2235 272 28. 86.7 40.8
1 0600 73 31. 125.1 43.7 * 1 1420 173 30. 106.4 42.4 * 1 2240 273 28. 86.6 40.8
1 0605 74 31. 125.3 43.7 * 1 1425 174 30. 106.2 42.4 * 1 2245 274 28. 86.4 40.8
1 0610 75 31. 125.4 43.7 * 1 1430 175 29. 106.0 42.3 * 1 2250 275 28. 86.2 40.8
1 0615 76 31. 125.5 43.7 * 1 1435 176 29. 105.8 42.3 * 1 2255 276 28. 86.0 40.7
1 0620 77 31. 125.5 43.7 * 1 1440 177 29. 105.6 42.3 * 1 2300 277 28. 85.8 40.7
1 0625 78 31. 125.5 43.7 * 1 1445 178 29. 105.4 42.3 * 1 2305 278 28. 85.6 40.7
1 0630 79 31. 125.4 43.7 * 1 1450 179 29. 105.2 42.3 * 1 2310 279 28. 85.4 40.7
1 0635 80 31. 125.4 43.7 * 1 1455 180 29. 105.0 42.3 * 1 2315 280 28. 85.2 40.7
1 0640 81 31. 125.2 43.7 * 1 1500 181 29. 104.8 42.3 * 1 2320 281 28. 85.0 40.7
1 0645 82 31. 125.1 43.7 * 1 1505 182 29. 104.6 42.2 * 1 2325 282 28. 84.8 40.7
1 0650 83 31. 124.9 43.7 * 1 1510 183 29. 104.4 42.2 * 1 2330 283 28. 84.6 40.6
1 0655 84 31. 124.8 43.6 * 1 1515 184 29. 104.2 42.2 * 1 2335 284 28. 84.4 40.6
1 0700 85 31. 124.6 43.6 * 1 1520 185 29. 104.0 42.2 * 1 2340 285 28. 84.2 40.6
1 0705 86 31. 124.4 43.6 * 1 1525 186 29. 103.8 42.2 * 1 2345 286 28. 84.1 40.6
1 0710 87 31. 124.2 43.6 * 1 1530 187 29. 103.6 42.2 * 1 2350 287 28. 83.9 40.6
1 0715 88 31. 124.0 43.6 * 1 1535 188 29. 103.4 42.2 * 1 2355 288 28. 83.7 40.6
1 0720 89 31. 123.8 43.6 * 1 1540 189 29. 103.2 42.1 * 2 0000 289 28. 83.5 40.5
1 0725 90 31. 123.6 43.6 * 1 1545 190 29. 103.0 42.1 * 2 0005 290 28. 83.3 40.5
1 0730 91 31. 123.4 43.5 * 1 1550 191 29. 102.8 42.1 * 2 0010 291 28. 83.1 40.5
1 0735 92 31. 123.2 43.5 * 1 1555 192 29. 102.6 42.1 * 2 0015 292 28. 82.9 40.5
1 0740 93 31. 122.9 43.5 * 1 1600 193 29. 102.4 42.1 * 2 0020 293 28. 82.7 40.5
1 0745 94 31. 122.7 43.5 * 1 1605 194 29. 102.2 42.1 * 2 0025 294 28. 82.5 40.5
1 0750 95 31. 122.5 43.5 * 1 1610 195 29. 102.0 42.1 * 2 0030 295 28. 82.3 40.4
1 0755 96 30. 122.3 43.5 * 1 1615 196 29. 101.7 42.1 * 2 0035 296 28. 82.1 40.4
1 0800 97 30. 122.1 43.5 * 1 1620 197 29. 101.5 42.0 * 2 0040 297 28. 81.9 40.4
1 0805 98 30. 121.9 43.4 * 1 1625 198 29. 101.3 42.0 * 2 0045 298 28. 81.8 40.4
1 0810 99 30. 121.7 43.4 * 1 1630 199 29. 101.1 42.0 * 2 0050 299 28. 81.6 40.4
1 0815 100 30. 121.5 43.4 * 1 1635 200 29. 100.9 42.0 * 2 0055 300 28. 81.4 40.4
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.33 30. 27. 26. 26.
(INCHES) .150 .533 .534 .534
(AC-FT) 15. 53. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
126. 6.33 121. 92. 89. 89.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.69 6.33 43.36 40.49 39.96 39.96
CUMULATIVE AREA = 1.88 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1192 KK * MEADOWIN *
* *
**************
1195 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
1196 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
***
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .99
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 230. * 1 1230 151 31. * 1 1845 226 30.
1 0005 2 0. * 1 0620 77 200. * 1 1235 152 31. * 1 1850 227 30.
1 0010 3 0. * 1 0625 78 174. * 1 1240 153 31. * 1 1855 228 30.
1 0015 4 0. * 1 0630 79 150. * 1 1245 154 31. * 1 1900 229 30.
1 0020 5 1. * 1 0635 80 128. * 1 1250 155 31. * 1 1905 230 30.
1 0025 6 4. * 1 0640 81 110. * 1 1255 156 31. * 1 1910 231 30.
1 0030 7 13. * 1 0645 82 94. * 1 1300 157 31. * 1 1915 232 30.
1 0035 8 32. * 1 0650 83 80. * 1 1305 158 31. * 1 1920 233 30.
1 0040 9 58. * 1 0655 84 69. * 1 1310 159 31. * 1 1925 234 30.
1 0045 10 87. * 1 0700 85 60. * 1 1315 160 31. * 1 1930 235 30.
1 0050 11 111. * 1 0705 86 54. * 1 1320 161 31. * 1 1935 236 30.
1 0055 12 126. * 1 0710 87 48. * 1 1325 162 31. * 1 1940 237 30.
1 0100 13 129. * 1 0715 88 44. * 1 1330 163 31. * 1 1945 238 30.
1 0105 14 125. * 1 0720 89 41. * 1 1335 164 31. * 1 1950 239 30.
1 0110 15 117. * 1 0725 90 39. * 1 1340 165 31. * 1 1955 240 30.
1 0115 16 111. * 1 0730 91 37. * 1 1345 166 31. * 1 2000 241 30.
1 0120 17 108. * 1 0735 92 36. * 1 1350 167 31. * 1 2005 242 30.
1 0125 18 109. * 1 0740 93 35. * 1 1355 168 31. * 1 2010 243 30.
1 0130 19 117. * 1 0745 94 34. * 1 1400 169 31. * 1 2015 244 30.
1 0135 20 135. * 1 0750 95 34. * 1 1405 170 31. * 1 2020 245 30.
1 0140 21 165. * 1 0755 96 33. * 1 1410 171 31. * 1 2025 246 30.
1 0145 22 204. * 1 0800 97 33. * 1 1415 172 31. * 1 2030 247 30.
1 0150 23 246. * 1 0805 98 33. * 1 1420 173 31. * 1 2035 248 30.
1 0155 24 283. * 1 0810 99 32. * 1 1425 174 31. * 1 2040 249 30.
1 0200 25 306. * 1 0815 100 32. * 1 1430 175 31. * 1 2045 250 30.
1 0205 26 313. * 1 0820 101 32. * 1 1435 176 31. * 1 2050 251 30.
1 0210 27 309. * 1 0825 102 32. * 1 1440 177 31. * 1 2055 252 30.
1 0215 28 305. * 1 0830 103 32. * 1 1445 178 31. * 1 2100 253 30.
1 0220 29 311. * 1 0835 104 32. * 1 1450 179 31. * 1 2105 254 30.
1 0225 30 331. * 1 0840 105 32. * 1 1455 180 31. * 1 2110 255 30.
1 0230 31 363. * 1 0845 106 32. * 1 1500 181 31. * 1 2115 256 30.
1 0235 32 398. * 1 0850 107 32. * 1 1505 182 31. * 1 2120 257 30.
1 0240 33 429. * 1 0855 108 32. * 1 1510 183 31. * 1 2125 258 30.
1 0245 34 457. * 1 0900 109 32. * 1 1515 184 31. * 1 2130 259 30.
1 0250 35 480. * 1 0905 110 32. * 1 1520 185 31. * 1 2135 260 30.
1 0255 36 498. * 1 0910 111 32. * 1 1525 186 31. * 1 2140 261 30.
1 0300 37 508. * 1 0915 112 32. * 1 1530 187 31. * 1 2145 262 30.
1 0305 38 523. * 1 0920 113 32. * 1 1535 188 31. * 1 2150 263 30.
1 0310 39 564. * 1 0925 114 32. * 1 1540 189 31. * 1 2155 264 30.
1 0315 40 672. * 1 0930 115 32. * 1 1545 190 31. * 1 2200 265 30.
1 0320 41 926. * 1 0935 116 32. * 1 1550 191 31. * 1 2205 266 30.
1 0325 42 1445. * 1 0940 117 32. * 1 1555 192 31. * 1 2210 267 30.
1 0330 43 2310. * 1 0945 118 32. * 1 1600 193 31. * 1 2215 268 30.
1 0335 44 3401. * 1 0950 119 32. * 1 1605 194 31. * 1 2220 269 30.
1 0340 45 4407. * 1 0955 120 32. * 1 1610 195 31. * 1 2225 270 30.
1 0345 46 5080. * 1 1000 121 32. * 1 1615 196 31. * 1 2230 271 30.
1 0350 47 5336. * 1 1005 122 32. * 1 1620 197 31. * 1 2235 272 30.
1 0355 48 5200. * 1 1010 123 32. * 1 1625 198 31. * 1 2240 273 30.
1 0400 49 4787. * 1 1015 124 32. * 1 1630 199 31. * 1 2245 274 30.
1 0405 50 4241. * 1 1020 125 32. * 1 1635 200 31. * 1 2250 275 30.
1 0410 51 3665. * 1 1025 126 32. * 1 1640 201 31. * 1 2255 276 30.
1 0415 52 3115. * 1 1030 127 32. * 1 1645 202 31. * 1 2300 277 30.
1 0420 53 2632. * 1 1035 128 32. * 1 1650 203 31. * 1 2305 278 30.
1 0425 54 2235. * 1 1040 129 32. * 1 1655 204 31. * 1 2310 279 30.
1 0430 55 1936. * 1 1045 130 32. * 1 1700 205 31. * 1 2315 280 30.
1 0435 56 1739. * 1 1050 131 32. * 1 1705 206 31. * 1 2320 281 30.
1 0440 57 1624. * 1 1055 132 32. * 1 1710 207 31. * 1 2325 282 30.
1 0445 58 1568. * 1 1100 133 32. * 1 1715 208 31. * 1 2330 283 30.
1 0450 59 1553. * 1 1105 134 32. * 1 1720 209 31. * 1 2335 284 30.
1 0455 60 1561. * 1 1110 135 32. * 1 1725 210 31. * 1 2340 285 30.
1 0500 61 1560. * 1 1115 136 32. * 1 1730 211 31. * 1 2345 286 30.
1 0505 62 1525. * 1 1120 137 31. * 1 1735 212 31. * 1 2350 287 30.
1 0510 63 1448. * 1 1125 138 31. * 1 1740 213 31. * 1 2355 288 30.
1 0515 64 1335. * 1 1130 139 31. * 1 1745 214 30. * 2 0000 289 30.
1 0520 65 1195. * 1 1135 140 31. * 1 1750 215 30. * 2 0005 290 30.
1 0525 66 1046. * 1 1140 141 31. * 1 1755 216 30. * 2 0010 291 30.
1 0530 67 900. * 1 1145 142 31. * 1 1800 217 30. * 2 0015 292 30.
1 0535 68 765. * 1 1150 143 31. * 1 1805 218 30. * 2 0020 293 29.
1 0540 69 646. * 1 1155 144 31. * 1 1810 219 30. * 2 0025 294 29.
1 0545 70 545. * 1 1200 145 31. * 1 1815 220 30. * 2 0030 295 29.
1 0550 71 463. * 1 1205 146 31. * 1 1820 221 30. * 2 0035 296 29.
1 0555 72 396. * 1 1210 147 31. * 1 1825 222 30. * 2 0040 297 29.
1 0600 73 342. * 1 1215 148 31. * 1 1830 223 30. * 2 0045 298 29.
1 0605 74 299. * 1 1220 149 31. * 1 1835 224 30. * 2 0050 299 29.
1 0610 75 262. * 1 1225 150 31. * 1 1840 225 30. * 2 0055 300 29.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 5336. 3.83 1131. 307. 296. 296.
(INCHES) 1.392 1.511 1.514 1.514
(AC-FT) 561. 609. 610. 610.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .98
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 227. * 1 1230 151 31. * 1 1845 226 30.
1 0005 2 0. * 1 0620 77 198. * 1 1235 152 31. * 1 1850 227 30.
1 0010 3 0. * 1 0625 78 172. * 1 1240 153 31. * 1 1855 228 30.
1 0015 4 0. * 1 0630 79 148. * 1 1245 154 31. * 1 1900 229 30.
1 0020 5 1. * 1 0635 80 127. * 1 1250 155 31. * 1 1905 230 30.
1 0025 6 4. * 1 0640 81 108. * 1 1255 156 31. * 1 1910 231 30.
1 0030 7 12. * 1 0645 82 93. * 1 1300 157 31. * 1 1915 232 30.
1 0035 8 29. * 1 0650 83 79. * 1 1305 158 31. * 1 1920 233 30.
1 0040 9 54. * 1 0655 84 69. * 1 1310 159 31. * 1 1925 234 30.
1 0045 10 82. * 1 0700 85 60. * 1 1315 160 31. * 1 1930 235 30.
1 0050 11 105. * 1 0705 86 53. * 1 1320 161 31. * 1 1935 236 30.
1 0055 12 118. * 1 0710 87 48. * 1 1325 162 31. * 1 1940 237 30.
1 0100 13 122. * 1 0715 88 44. * 1 1330 163 31. * 1 1945 238 30.
1 0105 14 118. * 1 0720 89 41. * 1 1335 164 31. * 1 1950 239 30.
1 0110 15 112. * 1 0725 90 39. * 1 1340 165 31. * 1 1955 240 30.
1 0115 16 106. * 1 0730 91 37. * 1 1345 166 31. * 1 2000 241 30.
1 0120 17 103. * 1 0735 92 36. * 1 1350 167 31. * 1 2005 242 30.
1 0125 18 104. * 1 0740 93 35. * 1 1355 168 31. * 1 2010 243 30.
1 0130 19 112. * 1 0745 94 34. * 1 1400 169 31. * 1 2015 244 30.
1 0135 20 129. * 1 0750 95 33. * 1 1405 170 31. * 1 2020 245 30.
1 0140 21 158. * 1 0755 96 33. * 1 1410 171 31. * 1 2025 246 30.
1 0145 22 196. * 1 0800 97 33. * 1 1415 172 31. * 1 2030 247 30.
1 0150 23 237. * 1 0805 98 32. * 1 1420 173 31. * 1 2035 248 30.
1 0155 24 272. * 1 0810 99 32. * 1 1425 174 31. * 1 2040 249 30.
1 0200 25 295. * 1 0815 100 32. * 1 1430 175 31. * 1 2045 250 30.
1 0205 26 302. * 1 0820 101 32. * 1 1435 176 31. * 1 2050 251 30.
1 0210 27 299. * 1 0825 102 32. * 1 1440 177 31. * 1 2055 252 30.
1 0215 28 296. * 1 0830 103 32. * 1 1445 178 31. * 1 2100 253 30.
1 0220 29 301. * 1 0835 104 32. * 1 1450 179 31. * 1 2105 254 30.
1 0225 30 321. * 1 0840 105 32. * 1 1455 180 31. * 1 2110 255 30.
1 0230 31 352. * 1 0845 106 32. * 1 1500 181 31. * 1 2115 256 30.
1 0235 32 386. * 1 0850 107 32. * 1 1505 182 31. * 1 2120 257 30.
1 0240 33 417. * 1 0855 108 32. * 1 1510 183 31. * 1 2125 258 30.
1 0245 34 444. * 1 0900 109 32. * 1 1515 184 31. * 1 2130 259 30.
1 0250 35 467. * 1 0905 110 32. * 1 1520 185 31. * 1 2135 260 30.
1 0255 36 484. * 1 0910 111 32. * 1 1525 186 31. * 1 2140 261 30.
1 0300 37 494. * 1 0915 112 32. * 1 1530 187 31. * 1 2145 262 30.
1 0305 38 509. * 1 0920 113 32. * 1 1535 188 31. * 1 2150 263 30.
1 0310 39 550. * 1 0925 114 32. * 1 1540 189 31. * 1 2155 264 30.
1 0315 40 654. * 1 0930 115 32. * 1 1545 190 31. * 1 2200 265 30.
1 0320 41 901. * 1 0935 116 32. * 1 1550 191 31. * 1 2205 266 30.
1 0325 42 1406. * 1 0940 117 32. * 1 1555 192 31. * 1 2210 267 30.
1 0330 43 2251. * 1 0945 118 32. * 1 1600 193 31. * 1 2215 268 30.
1 0335 44 3322. * 1 0950 119 32. * 1 1605 194 31. * 1 2220 269 30.
1 0340 45 4311. * 1 0955 120 32. * 1 1610 195 31. * 1 2225 270 30.
1 0345 46 4972. * 1 1000 121 31. * 1 1615 196 31. * 1 2230 271 30.
1 0350 47 5225. * 1 1005 122 31. * 1 1620 197 31. * 1 2235 272 30.
1 0355 48 5101. * 1 1010 123 31. * 1 1625 198 30. * 1 2240 273 30.
1 0400 49 4703. * 1 1015 124 31. * 1 1630 199 30. * 1 2245 274 30.
1 0405 50 4168. * 1 1020 125 31. * 1 1635 200 30. * 1 2250 275 30.
1 0410 51 3603. * 1 1025 126 31. * 1 1640 201 30. * 1 2255 276 30.
1 0415 52 3064. * 1 1030 127 31. * 1 1645 202 30. * 1 2300 277 30.
1 0420 53 2590. * 1 1035 128 31. * 1 1650 203 30. * 1 2305 278 29.
1 0425 54 2201. * 1 1040 129 31. * 1 1655 204 30. * 1 2310 279 29.
1 0430 55 1907. * 1 1045 130 31. * 1 1700 205 30. * 1 2315 280 29.
1 0435 56 1711. * 1 1050 131 31. * 1 1705 206 30. * 1 2320 281 29.
1 0440 57 1597. * 1 1055 132 31. * 1 1710 207 30. * 1 2325 282 29.
1 0445 58 1542. * 1 1100 133 31. * 1 1715 208 30. * 1 2330 283 29.
1 0450 59 1526. * 1 1105 134 31. * 1 1720 209 30. * 1 2335 284 29.
1 0455 60 1534. * 1 1110 135 31. * 1 1725 210 30. * 1 2340 285 29.
1 0500 61 1532. * 1 1115 136 31. * 1 1730 211 30. * 1 2345 286 29.
1 0505 62 1499. * 1 1120 137 31. * 1 1735 212 30. * 1 2350 287 29.
1 0510 63 1424. * 1 1125 138 31. * 1 1740 213 30. * 1 2355 288 29.
1 0515 64 1313. * 1 1130 139 31. * 1 1745 214 30. * 2 0000 289 29.
1 0520 65 1176. * 1 1135 140 31. * 1 1750 215 30. * 2 0005 290 29.
1 0525 66 1030. * 1 1140 141 31. * 1 1755 216 30. * 2 0010 291 29.
1 0530 67 887. * 1 1145 142 31. * 1 1800 217 30. * 2 0015 292 29.
1 0535 68 754. * 1 1150 143 31. * 1 1805 218 30. * 2 0020 293 29.
1 0540 69 637. * 1 1155 144 31. * 1 1810 219 30. * 2 0025 294 29.
1 0545 70 537. * 1 1200 145 31. * 1 1815 220 30. * 2 0030 295 29.
1 0550 71 456. * 1 1205 146 31. * 1 1820 221 30. * 2 0035 296 29.
1 0555 72 391. * 1 1210 147 31. * 1 1825 222 30. * 2 0040 297 29.
1 0600 73 338. * 1 1215 148 31. * 1 1830 223 30. * 2 0045 298 29.
1 0605 74 295. * 1 1220 149 31. * 1 1835 224 30. * 2 0050 299 29.
1 0610 75 259. * 1 1225 150 31. * 1 1840 225 30. * 2 0055 300 29.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 5225. 3.83 1108. 301. 290. 290.
(INCHES) 1.365 1.482 1.485 1.485
(AC-FT) 550. 597. 598. 598.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .95
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 222. * 1 1230 151 31. * 1 1845 226 30.
1 0005 2 0. * 1 0620 77 194. * 1 1235 152 31. * 1 1850 227 30.
1 0010 3 0. * 1 0625 78 168. * 1 1240 153 31. * 1 1855 228 30.
1 0015 4 0. * 1 0630 79 145. * 1 1245 154 31. * 1 1900 229 30.
1 0020 5 1. * 1 0635 80 125. * 1 1250 155 31. * 1 1905 230 30.
1 0025 6 3. * 1 0640 81 107. * 1 1255 156 31. * 1 1910 231 30.
1 0030 7 10. * 1 0645 82 92. * 1 1300 157 31. * 1 1915 232 30.
1 0035 8 25. * 1 0650 83 79. * 1 1305 158 31. * 1 1920 233 30.
1 0040 9 48. * 1 0655 84 68. * 1 1310 159 31. * 1 1925 234 30.
1 0045 10 73. * 1 0700 85 60. * 1 1315 160 31. * 1 1930 235 30.
1 0050 11 94. * 1 0705 86 53. * 1 1320 161 31. * 1 1935 236 30.
1 0055 12 106. * 1 0710 87 48. * 1 1325 162 31. * 1 1940 237 30.
1 0100 13 110. * 1 0715 88 44. * 1 1330 163 31. * 1 1945 238 30.
1 0105 14 106. * 1 0720 89 41. * 1 1335 164 31. * 1 1950 239 30.
1 0110 15 100. * 1 0725 90 38. * 1 1340 165 31. * 1 1955 240 30.
1 0115 16 96. * 1 0730 91 37. * 1 1345 166 31. * 1 2000 241 30.
1 0120 17 94. * 1 0735 92 35. * 1 1350 167 31. * 1 2005 242 30.
1 0125 18 96. * 1 0740 93 34. * 1 1355 168 31. * 1 2010 243 30.
1 0130 19 103. * 1 0745 94 34. * 1 1400 169 31. * 1 2015 244 30.
1 0135 20 120. * 1 0750 95 33. * 1 1405 170 31. * 1 2020 245 30.
1 0140 21 148. * 1 0755 96 33. * 1 1410 171 31. * 1 2025 246 30.
1 0145 22 183. * 1 0800 97 32. * 1 1415 172 30. * 1 2030 247 30.
1 0150 23 222. * 1 0805 98 32. * 1 1420 173 30. * 1 2035 248 30.
1 0155 24 255. * 1 0810 99 32. * 1 1425 174 30. * 1 2040 249 30.
1 0200 25 276. * 1 0815 100 32. * 1 1430 175 30. * 1 2045 250 30.
1 0205 26 284. * 1 0820 101 32. * 1 1435 176 30. * 1 2050 251 29.
1 0210 27 282. * 1 0825 102 32. * 1 1440 177 30. * 1 2055 252 29.
1 0215 28 279. * 1 0830 103 32. * 1 1445 178 30. * 1 2100 253 29.
1 0220 29 285. * 1 0835 104 31. * 1 1450 179 30. * 1 2105 254 29.
1 0225 30 305. * 1 0840 105 31. * 1 1455 180 30. * 1 2110 255 29.
1 0230 31 334. * 1 0845 106 31. * 1 1500 181 30. * 1 2115 256 29.
1 0235 32 366. * 1 0850 107 31. * 1 1505 182 30. * 1 2120 257 29.
1 0240 33 396. * 1 0855 108 31. * 1 1510 183 30. * 1 2125 258 29.
1 0245 34 423. * 1 0900 109 31. * 1 1515 184 30. * 1 2130 259 29.
1 0250 35 445. * 1 0905 110 31. * 1 1520 185 30. * 1 2135 260 29.
1 0255 36 461. * 1 0910 111 31. * 1 1525 186 30. * 1 2140 261 29.
1 0300 37 471. * 1 0915 112 31. * 1 1530 187 30. * 1 2145 262 29.
1 0305 38 486. * 1 0920 113 31. * 1 1535 188 30. * 1 2150 263 29.
1 0310 39 525. * 1 0925 114 31. * 1 1540 189 30. * 1 2155 264 29.
1 0315 40 624. * 1 0930 115 31. * 1 1545 190 30. * 1 2200 265 29.
1 0320 41 860. * 1 0935 116 31. * 1 1550 191 30. * 1 2205 266 29.
1 0325 42 1341. * 1 0940 117 31. * 1 1555 192 30. * 1 2210 267 29.
1 0330 43 2153. * 1 0945 118 31. * 1 1600 193 30. * 1 2215 268 29.
1 0335 44 3188. * 1 0950 119 31. * 1 1605 194 30. * 1 2220 269 29.
1 0340 45 4150. * 1 0955 120 31. * 1 1610 195 30. * 1 2225 270 29.
1 0345 46 4804. * 1 1000 121 31. * 1 1615 196 30. * 1 2230 271 29.
1 0350 47 5056. * 1 1005 122 31. * 1 1620 197 30. * 1 2235 272 29.
1 0355 48 4942. * 1 1010 123 31. * 1 1625 198 30. * 1 2240 273 29.
1 0400 49 4561. * 1 1015 124 31. * 1 1630 199 30. * 1 2245 274 29.
1 0405 50 4047. * 1 1020 125 31. * 1 1635 200 30. * 1 2250 275 29.
1 0410 51 3502. * 1 1025 126 31. * 1 1640 201 30. * 1 2255 276 29.
1 0415 52 2981. * 1 1030 127 31. * 1 1645 202 30. * 1 2300 277 29.
1 0420 53 2522. * 1 1035 128 31. * 1 1650 203 30. * 1 2305 278 29.
1 0425 54 2143. * 1 1040 129 31. * 1 1655 204 30. * 1 2310 279 29.
1 0430 55 1856. * 1 1045 130 31. * 1 1700 205 30. * 1 2315 280 29.
1 0435 56 1664. * 1 1050 131 31. * 1 1705 206 30. * 1 2320 281 29.
1 0440 57 1552. * 1 1055 132 31. * 1 1710 207 30. * 1 2325 282 29.
1 0445 58 1497. * 1 1100 133 31. * 1 1715 208 30. * 1 2330 283 29.
1 0450 59 1482. * 1 1105 134 31. * 1 1720 209 30. * 1 2335 284 29.
1 0455 60 1489. * 1 1110 135 31. * 1 1725 210 30. * 1 2340 285 29.
1 0500 61 1487. * 1 1115 136 31. * 1 1730 211 30. * 1 2345 286 29.
1 0505 62 1455. * 1 1120 137 31. * 1 1735 212 30. * 1 2350 287 29.
1 0510 63 1384. * 1 1125 138 31. * 1 1740 213 30. * 1 2355 288 29.
1 0515 64 1277. * 1 1130 139 31. * 1 1745 214 30. * 2 0000 289 29.
1 0520 65 1145. * 1 1135 140 31. * 1 1750 215 30. * 2 0005 290 29.
1 0525 66 1003. * 1 1140 141 31. * 1 1755 216 30. * 2 0010 291 29.
1 0530 67 864. * 1 1145 142 31. * 1 1800 217 30. * 2 0015 292 29.
1 0535 68 735. * 1 1150 143 31. * 1 1805 218 30. * 2 0020 293 29.
1 0540 69 621. * 1 1155 144 31. * 1 1810 219 30. * 2 0025 294 29.
1 0545 70 525. * 1 1200 145 31. * 1 1815 220 30. * 2 0030 295 29.
1 0550 71 446. * 1 1205 146 31. * 1 1820 221 30. * 2 0035 296 29.
1 0555 72 382. * 1 1210 147 31. * 1 1825 222 30. * 2 0040 297 29.
1 0600 73 330. * 1 1215 148 31. * 1 1830 223 30. * 2 0045 298 29.
1 0605 74 288. * 1 1220 149 31. * 1 1835 224 30. * 2 0050 299 29.
1 0610 75 253. * 1 1225 150 31. * 1 1840 225 30. * 2 0055 300 29.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 5056. 3.83 1071. 291. 281. 281.
(INCHES) 1.319 1.435 1.437 1.437
(AC-FT) 531. 578. 579. 579.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .93
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 217. * 1 1230 151 30. * 1 1845 226 29.
1 0005 2 0. * 1 0620 77 189. * 1 1235 152 30. * 1 1850 227 29.
1 0010 3 0. * 1 0625 78 165. * 1 1240 153 30. * 1 1855 228 29.
1 0015 4 0. * 1 0630 79 142. * 1 1245 154 30. * 1 1900 229 29.
1 0020 5 1. * 1 0635 80 122. * 1 1250 155 30. * 1 1905 230 29.
1 0025 6 3. * 1 0640 81 105. * 1 1255 156 30. * 1 1910 231 29.
1 0030 7 9. * 1 0645 82 90. * 1 1300 157 30. * 1 1915 232 29.
1 0035 8 22. * 1 0650 83 77. * 1 1305 158 30. * 1 1920 233 29.
1 0040 9 42. * 1 0655 84 67. * 1 1310 159 30. * 1 1925 234 29.
1 0045 10 65. * 1 0700 85 59. * 1 1315 160 30. * 1 1930 235 29.
1 0050 11 84. * 1 0705 86 52. * 1 1320 161 30. * 1 1935 236 29.
1 0055 12 96. * 1 0710 87 47. * 1 1325 162 30. * 1 1940 237 29.
1 0100 13 99. * 1 0715 88 43. * 1 1330 163 30. * 1 1945 238 29.
1 0105 14 96. * 1 0720 89 40. * 1 1335 164 30. * 1 1950 239 29.
1 0110 15 91. * 1 0725 90 38. * 1 1340 165 30. * 1 1955 240 29.
1 0115 16 87. * 1 0730 91 36. * 1 1345 166 30. * 1 2000 241 29.
1 0120 17 86. * 1 0735 92 35. * 1 1350 167 30. * 1 2005 242 29.
1 0125 18 88. * 1 0740 93 34. * 1 1355 168 30. * 1 2010 243 29.
1 0130 19 95. * 1 0745 94 33. * 1 1400 169 30. * 1 2015 244 29.
1 0135 20 111. * 1 0750 95 33. * 1 1405 170 30. * 1 2020 245 29.
1 0140 21 137. * 1 0755 96 32. * 1 1410 171 30. * 1 2025 246 29.
1 0145 22 170. * 1 0800 97 32. * 1 1415 172 30. * 1 2030 247 29.
1 0150 23 206. * 1 0805 98 32. * 1 1420 173 30. * 1 2035 248 29.
1 0155 24 238. * 1 0810 99 32. * 1 1425 174 30. * 1 2040 249 29.
1 0200 25 259. * 1 0815 100 31. * 1 1430 175 30. * 1 2045 250 29.
1 0205 26 267. * 1 0820 101 31. * 1 1435 176 30. * 1 2050 251 29.
1 0210 27 265. * 1 0825 102 31. * 1 1440 177 30. * 1 2055 252 29.
1 0215 28 263. * 1 0830 103 31. * 1 1445 178 30. * 1 2100 253 29.
1 0220 29 269. * 1 0835 104 31. * 1 1450 179 30. * 1 2105 254 29.
1 0225 30 288. * 1 0840 105 31. * 1 1455 180 30. * 1 2110 255 29.
1 0230 31 316. * 1 0845 106 31. * 1 1500 181 30. * 1 2115 256 29.
1 0235 32 347. * 1 0850 107 31. * 1 1505 182 30. * 1 2120 257 29.
1 0240 33 376. * 1 0855 108 31. * 1 1510 183 30. * 1 2125 258 29.
1 0245 34 401. * 1 0900 109 31. * 1 1515 184 30. * 1 2130 259 29.
1 0250 35 423. * 1 0905 110 31. * 1 1520 185 30. * 1 2135 260 29.
1 0255 36 438. * 1 0910 111 31. * 1 1525 186 30. * 1 2140 261 29.
1 0300 37 449. * 1 0915 112 31. * 1 1530 187 30. * 1 2145 262 29.
1 0305 38 464. * 1 0920 113 31. * 1 1535 188 30. * 1 2150 263 29.
1 0310 39 501. * 1 0925 114 31. * 1 1540 189 30. * 1 2155 264 29.
1 0315 40 595. * 1 0930 115 31. * 1 1545 190 30. * 1 2200 265 29.
1 0320 41 818. * 1 0935 116 31. * 1 1550 191 30. * 1 2205 266 29.
1 0325 42 1278. * 1 0940 117 31. * 1 1555 192 30. * 1 2210 267 29.
1 0330 43 2058. * 1 0945 118 31. * 1 1600 193 30. * 1 2215 268 29.
1 0335 44 3056. * 1 0950 119 31. * 1 1605 194 30. * 1 2220 269 29.
1 0340 45 3987. * 1 0955 120 31. * 1 1610 195 30. * 1 2225 270 29.
1 0345 46 4626. * 1 1000 121 31. * 1 1615 196 30. * 1 2230 271 29.
1 0350 47 4883. * 1 1005 122 31. * 1 1620 197 30. * 1 2235 272 29.
1 0355 48 4779. * 1 1010 123 31. * 1 1625 198 30. * 1 2240 273 29.
1 0400 49 4417. * 1 1015 124 31. * 1 1630 199 30. * 1 2245 274 29.
1 0405 50 3924. * 1 1020 125 31. * 1 1635 200 30. * 1 2250 275 29.
1 0410 51 3399. * 1 1025 126 31. * 1 1640 201 30. * 1 2255 276 29.
1 0415 52 2897. * 1 1030 127 31. * 1 1645 202 30. * 1 2300 277 29.
1 0420 53 2452. * 1 1035 128 31. * 1 1650 203 30. * 1 2305 278 29.
1 0425 54 2085. * 1 1040 129 31. * 1 1655 204 30. * 1 2310 279 29.
1 0430 55 1805. * 1 1045 130 31. * 1 1700 205 30. * 1 2315 280 29.
1 0435 56 1617. * 1 1050 131 31. * 1 1705 206 30. * 1 2320 281 29.
1 0440 57 1508. * 1 1055 132 31. * 1 1710 207 30. * 1 2325 282 29.
1 0445 58 1453. * 1 1100 133 31. * 1 1715 208 30. * 1 2330 283 29.
1 0450 59 1437. * 1 1105 134 31. * 1 1720 209 30. * 1 2335 284 29.
1 0455 60 1444. * 1 1110 135 31. * 1 1725 210 30. * 1 2340 285 29.
1 0500 61 1442. * 1 1115 136 31. * 1 1730 211 30. * 1 2345 286 29.
1 0505 62 1412. * 1 1120 137 31. * 1 1735 212 30. * 1 2350 287 29.
1 0510 63 1343. * 1 1125 138 31. * 1 1740 213 30. * 1 2355 288 29.
1 0515 64 1240. * 1 1130 139 31. * 1 1745 214 30. * 2 0000 289 29.
1 0520 65 1113. * 1 1135 140 31. * 1 1750 215 30. * 2 0005 290 29.
1 0525 66 976. * 1 1140 141 31. * 1 1755 216 30. * 2 0010 291 29.
1 0530 67 841. * 1 1145 142 31. * 1 1800 217 30. * 2 0015 292 29.
1 0535 68 716. * 1 1150 143 31. * 1 1805 218 30. * 2 0020 293 28.
1 0540 69 606. * 1 1155 144 31. * 1 1810 219 30. * 2 0025 294 28.
1 0545 70 512. * 1 1200 145 30. * 1 1815 220 30. * 2 0030 295 28.
1 0550 71 435. * 1 1205 146 30. * 1 1820 221 30. * 2 0035 296 28.
1 0555 72 373. * 1 1210 147 30. * 1 1825 222 30. * 2 0040 297 28.
1 0600 73 322. * 1 1215 148 30. * 1 1830 223 30. * 2 0045 298 28.
1 0605 74 281. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.
1 0610 75 247. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 28.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 4883. 3.83 1034. 282. 272. 272.
(INCHES) 1.273 1.387 1.390 1.390
(AC-FT) 513. 559. 560. 560.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .92
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 215. * 1 1230 151 30. * 1 1845 226 29.
1 0005 2 0. * 1 0620 77 188. * 1 1235 152 30. * 1 1850 227 29.
1 0010 3 0. * 1 0625 78 163. * 1 1240 153 30. * 1 1855 228 29.
1 0015 4 0. * 1 0630 79 141. * 1 1245 154 30. * 1 1900 229 29.
1 0020 5 0. * 1 0635 80 121. * 1 1250 155 30. * 1 1905 230 29.
1 0025 6 2. * 1 0640 81 104. * 1 1255 156 30. * 1 1910 231 29.
1 0030 7 8. * 1 0645 82 89. * 1 1300 157 30. * 1 1915 232 29.
1 0035 8 21. * 1 0650 83 77. * 1 1305 158 30. * 1 1920 233 29.
1 0040 9 40. * 1 0655 84 67. * 1 1310 159 30. * 1 1925 234 29.
1 0045 10 61. * 1 0700 85 59. * 1 1315 160 30. * 1 1930 235 29.
1 0050 11 80. * 1 0705 86 52. * 1 1320 161 30. * 1 1935 236 29.
1 0055 12 91. * 1 0710 87 47. * 1 1325 162 30. * 1 1940 237 29.
1 0100 13 95. * 1 0715 88 43. * 1 1330 163 30. * 1 1945 238 29.
1 0105 14 93. * 1 0720 89 40. * 1 1335 164 30. * 1 1950 239 29.
1 0110 15 88. * 1 0725 90 38. * 1 1340 165 30. * 1 1955 240 29.
1 0115 16 84. * 1 0730 91 36. * 1 1345 166 30. * 1 2000 241 29.
1 0120 17 83. * 1 0735 92 35. * 1 1350 167 30. * 1 2005 242 29.
1 0125 18 85. * 1 0740 93 34. * 1 1355 168 30. * 1 2010 243 29.
1 0130 19 92. * 1 0745 94 33. * 1 1400 169 30. * 1 2015 244 29.
1 0135 20 108. * 1 0750 95 33. * 1 1405 170 30. * 1 2020 245 29.
1 0140 21 133. * 1 0755 96 32. * 1 1410 171 30. * 1 2025 246 29.
1 0145 22 165. * 1 0800 97 32. * 1 1415 172 30. * 1 2030 247 29.
1 0150 23 200. * 1 0805 98 32. * 1 1420 173 30. * 1 2035 248 29.
1 0155 24 231. * 1 0810 99 31. * 1 1425 174 30. * 1 2040 249 29.
1 0200 25 252. * 1 0815 100 31. * 1 1430 175 30. * 1 2045 250 29.
1 0205 26 260. * 1 0820 101 31. * 1 1435 176 30. * 1 2050 251 29.
1 0210 27 258. * 1 0825 102 31. * 1 1440 177 30. * 1 2055 252 29.
1 0215 28 257. * 1 0830 103 31. * 1 1445 178 30. * 1 2100 253 29.
1 0220 29 263. * 1 0835 104 31. * 1 1450 179 30. * 1 2105 254 29.
1 0225 30 281. * 1 0840 105 31. * 1 1455 180 30. * 1 2110 255 29.
1 0230 31 309. * 1 0845 106 31. * 1 1500 181 30. * 1 2115 256 29.
1 0235 32 340. * 1 0850 107 31. * 1 1505 182 30. * 1 2120 257 29.
1 0240 33 368. * 1 0855 108 31. * 1 1510 183 30. * 1 2125 258 29.
1 0245 34 393. * 1 0900 109 31. * 1 1515 184 30. * 1 2130 259 29.
1 0250 35 414. * 1 0905 110 31. * 1 1520 185 30. * 1 2135 260 29.
1 0255 36 429. * 1 0910 111 31. * 1 1525 186 30. * 1 2140 261 29.
1 0300 37 440. * 1 0915 112 31. * 1 1530 187 30. * 1 2145 262 29.
1 0305 38 455. * 1 0920 113 31. * 1 1535 188 30. * 1 2150 263 29.
1 0310 39 492. * 1 0925 114 31. * 1 1540 189 30. * 1 2155 264 29.
1 0315 40 584. * 1 0930 115 31. * 1 1545 190 30. * 1 2200 265 29.
1 0320 41 802. * 1 0935 116 31. * 1 1550 191 30. * 1 2205 266 29.
1 0325 42 1253. * 1 0940 117 31. * 1 1555 192 30. * 1 2210 267 29.
1 0330 43 2018. * 1 0945 118 31. * 1 1600 193 30. * 1 2215 268 29.
1 0335 44 3003. * 1 0950 119 31. * 1 1605 194 30. * 1 2220 269 29.
1 0340 45 3923. * 1 0955 120 31. * 1 1610 195 30. * 1 2225 270 29.
1 0345 46 4559. * 1 1000 121 31. * 1 1615 196 30. * 1 2230 271 29.
1 0350 47 4814. * 1 1005 122 31. * 1 1620 197 30. * 1 2235 272 29.
1 0355 48 4715. * 1 1010 123 31. * 1 1625 198 30. * 1 2240 273 29.
1 0400 49 4359. * 1 1015 124 31. * 1 1630 199 30. * 1 2245 274 29.
1 0405 50 3876. * 1 1020 125 31. * 1 1635 200 30. * 1 2250 275 29.
1 0410 51 3360. * 1 1025 126 31. * 1 1640 201 30. * 1 2255 276 29.
1 0415 52 2864. * 1 1030 127 31. * 1 1645 202 30. * 1 2300 277 29.
1 0420 53 2425. * 1 1035 128 31. * 1 1650 203 30. * 1 2305 278 29.
1 0425 54 2062. * 1 1040 129 31. * 1 1655 204 30. * 1 2310 279 29.
1 0430 55 1785. * 1 1045 130 31. * 1 1700 205 30. * 1 2315 280 29.
1 0435 56 1599. * 1 1050 131 31. * 1 1705 206 30. * 1 2320 281 29.
1 0440 57 1490. * 1 1055 132 31. * 1 1710 207 30. * 1 2325 282 29.
1 0445 58 1435. * 1 1100 133 31. * 1 1715 208 30. * 1 2330 283 28.
1 0450 59 1419. * 1 1105 134 30. * 1 1720 209 30. * 1 2335 284 28.
1 0455 60 1425. * 1 1110 135 30. * 1 1725 210 30. * 1 2340 285 28.
1 0500 61 1424. * 1 1115 136 30. * 1 1730 211 30. * 1 2345 286 28.
1 0505 62 1394. * 1 1120 137 30. * 1 1735 212 30. * 1 2350 287 28.
1 0510 63 1327. * 1 1125 138 30. * 1 1740 213 30. * 1 2355 288 28.
1 0515 64 1225. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.
1 0520 65 1100. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.
1 0525 66 965. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.
1 0530 67 832. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 28.
1 0535 68 709. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 28.
1 0540 69 600. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 28.
1 0545 70 507. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 28.
1 0550 71 431. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 28.
1 0555 72 369. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 28.
1 0600 73 319. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 28.
1 0605 74 279. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.
1 0610 75 245. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 28.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 4814. 3.83 1019. 278. 268. 268.
(INCHES) 1.254 1.368 1.371 1.371
(AC-FT) 505. 551. 552. 552.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .91
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 213. * 1 1230 151 30. * 1 1845 226 29.
1 0005 2 0. * 1 0620 77 186. * 1 1235 152 30. * 1 1850 227 29.
1 0010 3 0. * 1 0625 78 162. * 1 1240 153 30. * 1 1855 228 29.
1 0015 4 0. * 1 0630 79 140. * 1 1245 154 30. * 1 1900 229 29.
1 0020 5 0. * 1 0635 80 121. * 1 1250 155 30. * 1 1905 230 29.
1 0025 6 2. * 1 0640 81 103. * 1 1255 156 30. * 1 1910 231 29.
1 0030 7 8. * 1 0645 82 89. * 1 1300 157 30. * 1 1915 232 29.
1 0035 8 20. * 1 0650 83 77. * 1 1305 158 30. * 1 1920 233 29.
1 0040 9 38. * 1 0655 84 67. * 1 1310 159 30. * 1 1925 234 29.
1 0045 10 59. * 1 0700 85 58. * 1 1315 160 30. * 1 1930 235 29.
1 0050 11 77. * 1 0705 86 52. * 1 1320 161 30. * 1 1935 236 29.
1 0055 12 89. * 1 0710 87 47. * 1 1325 162 30. * 1 1940 237 29.
1 0100 13 92. * 1 0715 88 43. * 1 1330 163 30. * 1 1945 238 29.
1 0105 14 90. * 1 0720 89 40. * 1 1335 164 30. * 1 1950 239 29.
1 0110 15 85. * 1 0725 90 38. * 1 1340 165 30. * 1 1955 240 29.
1 0115 16 81. * 1 0730 91 36. * 1 1345 166 30. * 1 2000 241 29.
1 0120 17 80. * 1 0735 92 35. * 1 1350 167 30. * 1 2005 242 29.
1 0125 18 83. * 1 0740 93 34. * 1 1355 168 30. * 1 2010 243 29.
1 0130 19 90. * 1 0745 94 33. * 1 1400 169 30. * 1 2015 244 29.
1 0135 20 105. * 1 0750 95 32. * 1 1405 170 30. * 1 2020 245 29.
1 0140 21 130. * 1 0755 96 32. * 1 1410 171 30. * 1 2025 246 29.
1 0145 22 161. * 1 0800 97 32. * 1 1415 172 30. * 1 2030 247 29.
1 0150 23 196. * 1 0805 98 32. * 1 1420 173 30. * 1 2035 248 29.
1 0155 24 227. * 1 0810 99 31. * 1 1425 174 30. * 1 2040 249 29.
1 0200 25 247. * 1 0815 100 31. * 1 1430 175 30. * 1 2045 250 29.
1 0205 26 255. * 1 0820 101 31. * 1 1435 176 30. * 1 2050 251 29.
1 0210 27 254. * 1 0825 102 31. * 1 1440 177 30. * 1 2055 252 29.
1 0215 28 252. * 1 0830 103 31. * 1 1445 178 30. * 1 2100 253 29.
1 0220 29 259. * 1 0835 104 31. * 1 1450 179 30. * 1 2105 254 29.
1 0225 30 277. * 1 0840 105 31. * 1 1455 180 30. * 1 2110 255 29.
1 0230 31 304. * 1 0845 106 31. * 1 1500 181 30. * 1 2115 256 29.
1 0235 32 334. * 1 0850 107 31. * 1 1505 182 30. * 1 2120 257 29.
1 0240 33 362. * 1 0855 108 31. * 1 1510 183 30. * 1 2125 258 29.
1 0245 34 387. * 1 0900 109 31. * 1 1515 184 30. * 1 2130 259 29.
1 0250 35 408. * 1 0905 110 31. * 1 1520 185 30. * 1 2135 260 29.
1 0255 36 423. * 1 0910 111 31. * 1 1525 186 30. * 1 2140 261 29.
1 0300 37 434. * 1 0915 112 31. * 1 1530 187 30. * 1 2145 262 29.
1 0305 38 448. * 1 0920 113 31. * 1 1535 188 30. * 1 2150 263 29.
1 0310 39 485. * 1 0925 114 31. * 1 1540 189 30. * 1 2155 264 29.
1 0315 40 575. * 1 0930 115 31. * 1 1545 190 30. * 1 2200 265 29.
1 0320 41 791. * 1 0935 116 31. * 1 1550 191 30. * 1 2205 266 29.
1 0325 42 1235. * 1 0940 117 31. * 1 1555 192 30. * 1 2210 267 29.
1 0330 43 1992. * 1 0945 118 31. * 1 1600 193 30. * 1 2215 268 29.
1 0335 44 2966. * 1 0950 119 31. * 1 1605 194 30. * 1 2220 269 29.
1 0340 45 3881. * 1 0955 120 31. * 1 1610 195 30. * 1 2225 270 29.
1 0345 46 4508. * 1 1000 121 31. * 1 1615 196 30. * 1 2230 271 29.
1 0350 47 4762. * 1 1005 122 31. * 1 1620 197 30. * 1 2235 272 29.
1 0355 48 4670. * 1 1010 123 31. * 1 1625 198 30. * 1 2240 273 29.
1 0400 49 4319. * 1 1015 124 31. * 1 1630 199 30. * 1 2245 274 29.
1 0405 50 3842. * 1 1020 125 31. * 1 1635 200 30. * 1 2250 275 28.
1 0410 51 3331. * 1 1025 126 31. * 1 1640 201 30. * 1 2255 276 28.
1 0415 52 2840. * 1 1030 127 30. * 1 1645 202 30. * 1 2300 277 28.
1 0420 53 2406. * 1 1035 128 30. * 1 1650 203 30. * 1 2305 278 28.
1 0425 54 2046. * 1 1040 129 30. * 1 1655 204 30. * 1 2310 279 28.
1 0430 55 1771. * 1 1045 130 30. * 1 1700 205 30. * 1 2315 280 28.
1 0435 56 1586. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.
1 0440 57 1477. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.
1 0445 58 1423. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.
1 0450 59 1407. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.
1 0455 60 1413. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.
1 0500 61 1411. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.
1 0505 62 1382. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.
1 0510 63 1315. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.
1 0515 64 1215. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.
1 0520 65 1091. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.
1 0525 66 958. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.
1 0530 67 826. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 28.
1 0535 68 704. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 28.
1 0540 69 596. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 28.
1 0545 70 503. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 28.
1 0550 71 428. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 28.
1 0555 72 366. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 28.
1 0600 73 317. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 28.
1 0605 74 277. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.
1 0610 75 243. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 28.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 4762. 3.83 1008. 275. 265. 265.
(INCHES) 1.242 1.355 1.357 1.357
(AC-FT) 500. 546. 547. 547.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .90
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 212. * 1 1230 151 30. * 1 1845 226 29.
1 0005 2 0. * 1 0620 77 186. * 1 1235 152 30. * 1 1850 227 29.
1 0010 3 0. * 1 0625 78 161. * 1 1240 153 30. * 1 1855 228 29.
1 0015 4 0. * 1 0630 79 139. * 1 1245 154 30. * 1 1900 229 29.
1 0020 5 0. * 1 0635 80 120. * 1 1250 155 30. * 1 1905 230 29.
1 0025 6 2. * 1 0640 81 103. * 1 1255 156 30. * 1 1910 231 29.
1 0030 7 8. * 1 0645 82 88. * 1 1300 157 30. * 1 1915 232 29.
1 0035 8 19. * 1 0650 83 76. * 1 1305 158 30. * 1 1920 233 29.
1 0040 9 37. * 1 0655 84 66. * 1 1310 159 30. * 1 1925 234 29.
1 0045 10 58. * 1 0700 85 58. * 1 1315 160 30. * 1 1930 235 29.
1 0050 11 75. * 1 0705 86 52. * 1 1320 161 30. * 1 1935 236 29.
1 0055 12 87. * 1 0710 87 47. * 1 1325 162 30. * 1 1940 237 29.
1 0100 13 90. * 1 0715 88 43. * 1 1330 163 30. * 1 1945 238 29.
1 0105 14 88. * 1 0720 89 40. * 1 1335 164 30. * 1 1950 239 29.
1 0110 15 83. * 1 0725 90 37. * 1 1340 165 30. * 1 1955 240 29.
1 0115 16 80. * 1 0730 91 36. * 1 1345 166 30. * 1 2000 241 29.
1 0120 17 79. * 1 0735 92 35. * 1 1350 167 30. * 1 2005 242 29.
1 0125 18 81. * 1 0740 93 34. * 1 1355 168 30. * 1 2010 243 29.
1 0130 19 88. * 1 0745 94 33. * 1 1400 169 30. * 1 2015 244 29.
1 0135 20 103. * 1 0750 95 32. * 1 1405 170 30. * 1 2020 245 29.
1 0140 21 127. * 1 0755 96 32. * 1 1410 171 30. * 1 2025 246 29.
1 0145 22 159. * 1 0800 97 32. * 1 1415 172 30. * 1 2030 247 29.
1 0150 23 193. * 1 0805 98 31. * 1 1420 173 30. * 1 2035 248 29.
1 0155 24 223. * 1 0810 99 31. * 1 1425 174 30. * 1 2040 249 29.
1 0200 25 243. * 1 0815 100 31. * 1 1430 175 30. * 1 2045 250 29.
1 0205 26 251. * 1 0820 101 31. * 1 1435 176 30. * 1 2050 251 29.
1 0210 27 251. * 1 0825 102 31. * 1 1440 177 30. * 1 2055 252 29.
1 0215 28 249. * 1 0830 103 31. * 1 1445 178 30. * 1 2100 253 29.
1 0220 29 255. * 1 0835 104 31. * 1 1450 179 30. * 1 2105 254 29.
1 0225 30 273. * 1 0840 105 31. * 1 1455 180 30. * 1 2110 255 29.
1 0230 31 301. * 1 0845 106 31. * 1 1500 181 30. * 1 2115 256 29.
1 0235 32 331. * 1 0850 107 31. * 1 1505 182 30. * 1 2120 257 29.
1 0240 33 358. * 1 0855 108 31. * 1 1510 183 30. * 1 2125 258 29.
1 0245 34 383. * 1 0900 109 31. * 1 1515 184 30. * 1 2130 259 29.
1 0250 35 403. * 1 0905 110 31. * 1 1520 185 30. * 1 2135 260 29.
1 0255 36 419. * 1 0910 111 31. * 1 1525 186 30. * 1 2140 261 29.
1 0300 37 429. * 1 0915 112 31. * 1 1530 187 30. * 1 2145 262 29.
1 0305 38 444. * 1 0920 113 31. * 1 1535 188 30. * 1 2150 263 29.
1 0310 39 480. * 1 0925 114 31. * 1 1540 189 30. * 1 2155 264 29.
1 0315 40 570. * 1 0930 115 31. * 1 1545 190 30. * 1 2200 265 29.
1 0320 41 783. * 1 0935 116 31. * 1 1550 191 30. * 1 2205 266 29.
1 0325 42 1222. * 1 0940 117 31. * 1 1555 192 30. * 1 2210 267 29.
1 0330 43 1974. * 1 0945 118 31. * 1 1600 193 30. * 1 2215 268 29.
1 0335 44 2941. * 1 0950 119 31. * 1 1605 194 30. * 1 2220 269 29.
1 0340 45 3846. * 1 0955 120 31. * 1 1610 195 30. * 1 2225 270 28.
1 0345 46 4471. * 1 1000 121 30. * 1 1615 196 30. * 1 2230 271 28.
1 0350 47 4729. * 1 1005 122 30. * 1 1620 197 30. * 1 2235 272 28.
1 0355 48 4639. * 1 1010 123 30. * 1 1625 198 30. * 1 2240 273 28.
1 0400 49 4290. * 1 1015 124 30. * 1 1630 199 30. * 1 2245 274 28.
1 0405 50 3817. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.
1 0410 51 3310. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.
1 0415 52 2823. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.
1 0420 53 2392. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.
1 0425 54 2035. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.
1 0430 55 1761. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.
1 0435 56 1576. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.
1 0440 57 1468. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.
1 0445 58 1414. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.
1 0450 59 1398. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.
1 0455 60 1404. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.
1 0500 61 1402. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.
1 0505 62 1373. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.
1 0510 63 1307. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.
1 0515 64 1208. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.
1 0520 65 1085. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.
1 0525 66 952. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.
1 0530 67 822. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 28.
1 0535 68 700. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 28.
1 0540 69 593. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 28.
1 0545 70 501. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 28.
1 0550 71 426. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 28.
1 0555 72 365. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 28.
1 0600 73 315. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 28.
1 0605 74 275. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.
1 0610 75 242. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 28.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 4729. 3.83 1001. 273. 264. 264.
(INCHES) 1.232 1.346 1.348 1.348
(AC-FT) 496. 542. 543. 543.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .89
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 211. * 1 1230 151 30. * 1 1845 226 29.
1 0005 2 0. * 1 0620 77 184. * 1 1235 152 30. * 1 1850 227 29.
1 0010 3 0. * 1 0625 78 160. * 1 1240 153 30. * 1 1855 228 29.
1 0015 4 0. * 1 0630 79 139. * 1 1245 154 30. * 1 1900 229 29.
1 0020 5 0. * 1 0635 80 119. * 1 1250 155 30. * 1 1905 230 29.
1 0025 6 2. * 1 0640 81 102. * 1 1255 156 30. * 1 1910 231 29.
1 0030 7 7. * 1 0645 82 88. * 1 1300 157 30. * 1 1915 232 29.
1 0035 8 18. * 1 0650 83 76. * 1 1305 158 30. * 1 1920 233 29.
1 0040 9 36. * 1 0655 84 66. * 1 1310 159 30. * 1 1925 234 29.
1 0045 10 55. * 1 0700 85 58. * 1 1315 160 30. * 1 1930 235 29.
1 0050 11 73. * 1 0705 86 51. * 1 1320 161 30. * 1 1935 236 29.
1 0055 12 83. * 1 0710 87 46. * 1 1325 162 30. * 1 1940 237 29.
1 0100 13 87. * 1 0715 88 43. * 1 1330 163 30. * 1 1945 238 29.
1 0105 14 85. * 1 0720 89 40. * 1 1335 164 30. * 1 1950 239 29.
1 0110 15 81. * 1 0725 90 37. * 1 1340 165 30. * 1 1955 240 29.
1 0115 16 77. * 1 0730 91 36. * 1 1345 166 30. * 1 2000 241 29.
1 0120 17 76. * 1 0735 92 34. * 1 1350 167 30. * 1 2005 242 29.
1 0125 18 79. * 1 0740 93 33. * 1 1355 168 30. * 1 2010 243 29.
1 0130 19 86. * 1 0745 94 33. * 1 1400 169 30. * 1 2015 244 29.
1 0135 20 101. * 1 0750 95 32. * 1 1405 170 30. * 1 2020 245 29.
1 0140 21 124. * 1 0755 96 32. * 1 1410 171 30. * 1 2025 246 29.
1 0145 22 155. * 1 0800 97 32. * 1 1415 172 30. * 1 2030 247 29.
1 0150 23 188. * 1 0805 98 31. * 1 1420 173 30. * 1 2035 248 29.
1 0155 24 218. * 1 0810 99 31. * 1 1425 174 30. * 1 2040 249 29.
1 0200 25 238. * 1 0815 100 31. * 1 1430 175 30. * 1 2045 250 29.
1 0205 26 246. * 1 0820 101 31. * 1 1435 176 30. * 1 2050 251 29.
1 0210 27 245. * 1 0825 102 31. * 1 1440 177 30. * 1 2055 252 29.
1 0215 28 244. * 1 0830 103 31. * 1 1445 178 30. * 1 2100 253 29.
1 0220 29 250. * 1 0835 104 31. * 1 1450 179 30. * 1 2105 254 29.
1 0225 30 268. * 1 0840 105 31. * 1 1455 180 30. * 1 2110 255 29.
1 0230 31 295. * 1 0845 106 31. * 1 1500 181 30. * 1 2115 256 29.
1 0235 32 324. * 1 0850 107 31. * 1 1505 182 30. * 1 2120 257 29.
1 0240 33 352. * 1 0855 108 31. * 1 1510 183 30. * 1 2125 258 29.
1 0245 34 376. * 1 0900 109 31. * 1 1515 184 30. * 1 2130 259 29.
1 0250 35 396. * 1 0905 110 31. * 1 1520 185 30. * 1 2135 260 29.
1 0255 36 412. * 1 0910 111 31. * 1 1525 186 30. * 1 2140 261 28.
1 0300 37 422. * 1 0915 112 31. * 1 1530 187 30. * 1 2145 262 28.
1 0305 38 436. * 1 0920 113 30. * 1 1535 188 30. * 1 2150 263 28.
1 0310 39 472. * 1 0925 114 30. * 1 1540 189 30. * 1 2155 264 28.
1 0315 40 560. * 1 0930 115 30. * 1 1545 190 30. * 1 2200 265 28.
1 0320 41 770. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.
1 0325 42 1201. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.
1 0330 43 1943. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.
1 0335 44 2898. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.
1 0340 45 3795. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.
1 0345 46 4418. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.
1 0350 47 4672. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.
1 0355 48 4584. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.
1 0400 49 4243. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.
1 0405 50 3777. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.
1 0410 51 3277. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.
1 0415 52 2796. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.
1 0420 53 2370. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.
1 0425 54 2016. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.
1 0430 55 1745. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.
1 0435 56 1561. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.
1 0440 57 1454. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.
1 0445 58 1400. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.
1 0450 59 1383. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.
1 0455 60 1389. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.
1 0500 61 1388. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.
1 0505 62 1359. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.
1 0510 63 1294. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.
1 0515 64 1196. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.
1 0520 65 1075. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.
1 0525 66 944. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.
1 0530 67 814. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 28.
1 0535 68 694. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 28.
1 0540 69 588. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 28.
1 0545 70 497. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 28.
1 0550 71 422. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 28.
1 0555 72 362. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 28.
1 0600 73 313. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 28.
1 0605 74 273. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.
1 0610 75 240. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 28.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 4672. 3.83 989. 270. 261. 261.
(INCHES) 1.218 1.330 1.333 1.333
(AC-FT) 490. 536. 537. 537.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 209. * 1 1230 151 30. * 1 1845 226 29.
1 0005 2 0. * 1 0620 77 182. * 1 1235 152 30. * 1 1850 227 29.
1 0010 3 0. * 1 0625 78 159. * 1 1240 153 30. * 1 1855 228 29.
1 0015 4 0. * 1 0630 79 137. * 1 1245 154 30. * 1 1900 229 29.
1 0020 5 0. * 1 0635 80 118. * 1 1250 155 30. * 1 1905 230 29.
1 0025 6 2. * 1 0640 81 102. * 1 1255 156 30. * 1 1910 231 29.
1 0030 7 7. * 1 0645 82 87. * 1 1300 157 30. * 1 1915 232 29.
1 0035 8 17. * 1 0650 83 75. * 1 1305 158 30. * 1 1920 233 29.
1 0040 9 34. * 1 0655 84 66. * 1 1310 159 30. * 1 1925 234 29.
1 0045 10 53. * 1 0700 85 58. * 1 1315 160 30. * 1 1930 235 29.
1 0050 11 69. * 1 0705 86 51. * 1 1320 161 30. * 1 1935 236 29.
1 0055 12 80. * 1 0710 87 46. * 1 1325 162 30. * 1 1940 237 29.
1 0100 13 83. * 1 0715 88 42. * 1 1330 163 30. * 1 1945 238 29.
1 0105 14 81. * 1 0720 89 39. * 1 1335 164 30. * 1 1950 239 29.
1 0110 15 77. * 1 0725 90 37. * 1 1340 165 30. * 1 1955 240 29.
1 0115 16 74. * 1 0730 91 35. * 1 1345 166 30. * 1 2000 241 29.
1 0120 17 73. * 1 0735 92 34. * 1 1350 167 30. * 1 2005 242 29.
1 0125 18 76. * 1 0740 93 33. * 1 1355 168 30. * 1 2010 243 29.
1 0130 19 83. * 1 0745 94 33. * 1 1400 169 30. * 1 2015 244 29.
1 0135 20 97. * 1 0750 95 32. * 1 1405 170 30. * 1 2020 245 29.
1 0140 21 120. * 1 0755 96 32. * 1 1410 171 30. * 1 2025 246 29.
1 0145 22 150. * 1 0800 97 31. * 1 1415 172 30. * 1 2030 247 29.
1 0150 23 183. * 1 0805 98 31. * 1 1420 173 30. * 1 2035 248 29.
1 0155 24 212. * 1 0810 99 31. * 1 1425 174 30. * 1 2040 249 29.
1 0200 25 231. * 1 0815 100 31. * 1 1430 175 30. * 1 2045 250 28.
1 0205 26 239. * 1 0820 101 31. * 1 1435 176 30. * 1 2050 251 28.
1 0210 27 239. * 1 0825 102 31. * 1 1440 177 30. * 1 2055 252 28.
1 0215 28 238. * 1 0830 103 31. * 1 1445 178 30. * 1 2100 253 28.
1 0220 29 244. * 1 0835 104 31. * 1 1450 179 30. * 1 2105 254 28.
1 0225 30 262. * 1 0840 105 31. * 1 1455 180 29. * 1 2110 255 28.
1 0230 31 288. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.
1 0235 32 317. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.
1 0240 33 344. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.
1 0245 34 368. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.
1 0250 35 388. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.
1 0255 36 403. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.
1 0300 37 413. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.
1 0305 38 428. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.
1 0310 39 463. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.
1 0315 40 549. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.
1 0320 41 753. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.
1 0325 42 1175. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.
1 0330 43 1904. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.
1 0335 44 2844. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.
1 0340 45 3731. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.
1 0345 46 4349. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.
1 0350 47 4601. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.
1 0355 48 4515. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.
1 0400 49 4185. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.
1 0405 50 3728. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.
1 0410 51 3237. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.
1 0415 52 2763. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.
1 0420 53 2342. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.
1 0425 54 1993. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.
1 0430 55 1725. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.
1 0435 56 1544. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.
1 0440 57 1436. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.
1 0445 58 1382. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.
1 0450 59 1366. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.
1 0455 60 1371. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.
1 0500 61 1370. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.
1 0505 62 1342. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.
1 0510 63 1278. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.
1 0515 64 1182. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.
1 0520 65 1062. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.
1 0525 66 933. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.
1 0530 67 805. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 28.
1 0535 68 687. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 28.
1 0540 69 581. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 28.
1 0545 70 492. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 28.
1 0550 71 418. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 28.
1 0555 72 358. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 28.
1 0600 73 310. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 28.
1 0605 74 271. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.
1 0610 75 238. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 28.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 4601. 3.83 974. 266. 257. 257.
(INCHES) 1.199 1.311 1.313 1.313
(AC-FT) 483. 528. 529. 529.
CUMULATIVE AREA = 7.55 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1197 KK * MEADOWDB *
* *
**************
1213 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
1214 RS STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
ITYP STOR TYPE OF INITIAL CONDITION
RSVRIC .00 INITIAL CONDITION
X .00 WORKING R AND D COEFFICIENT
1215 SV STORAGE .0 17.2 28.3 40.6 58.0 74.9 92.5 111.0 130.5 152.0
174.6 196.7 212.0 213.3 235.1 309.3
1217 SE ELEVATION 2097.90 2101.00 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.40 2108.43
2109.50 2110.53 2111.24 2111.30 2112.30 2115.50
1219 SQ DISCHARGE 0. 202. 400. 500. 600. 700. 800. 900. 1000. 1100.
1200. 1300. 1365. 1380. 1428. 5248.
***
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .99
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 520. 44.0 2102.8 * 1 1640 201 31. 2.6 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 501. 40.7 2102.6 * 1 1645 202 31. 2.6 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 475. 37.6 2102.4 * 1 1650 203 31. 2.6 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 451. 34.6 2102.2 * 1 1655 204 31. 2.6 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 429. 31.8 2102.0 * 1 1700 205 31. 2.6 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 407. 29.2 2101.8 * 1 1705 206 31. 2.6 2098.4
1 0030 7 1. .1 2097.9 * 1 0850 107 372. 26.7 2101.7 * 1 1710 207 31. 2.6 2098.4
1 0035 8 3. .2 2097.9 * 1 0855 108 332. 24.5 2101.5 * 1 1715 208 31. 2.6 2098.4
1 0040 9 6. .5 2098.0 * 1 0900 109 298. 22.5 2101.4 * 1 1720 209 31. 2.6 2098.4
1 0045 10 11. .9 2098.1 * 1 0905 110 267. 20.8 2101.3 * 1 1725 210 31. 2.6 2098.4
1 0050 11 18. 1.5 2098.2 * 1 0910 111 240. 19.3 2101.2 * 1 1730 211 31. 2.6 2098.4
1 0055 12 26. 2.2 2098.3 * 1 0915 112 216. 17.9 2101.1 * 1 1735 212 31. 2.6 2098.4
1 0100 13 34. 2.9 2098.4 * 1 0920 113 197. 16.7 2100.9 * 1 1740 213 31. 2.6 2098.4
1 0105 14 41. 3.5 2098.5 * 1 0925 114 184. 15.6 2100.7 * 1 1745 214 31. 2.6 2098.4
1 0110 15 47. 4.0 2098.6 * 1 0930 115 172. 14.6 2100.5 * 1 1750 215 31. 2.6 2098.4
1 0115 16 52. 4.5 2098.7 * 1 0935 116 161. 13.7 2100.4 * 1 1755 216 31. 2.6 2098.4
1 0120 17 57. 4.8 2098.8 * 1 0940 117 151. 12.9 2100.2 * 1 1800 217 31. 2.6 2098.4
1 0125 18 61. 5.2 2098.8 * 1 0945 118 142. 12.1 2100.1 * 1 1805 218 31. 2.6 2098.4
1 0130 19 65. 5.5 2098.9 * 1 0950 119 133. 11.3 2099.9 * 1 1810 219 31. 2.6 2098.4
1 0135 20 70. 5.9 2099.0 * 1 0955 120 125. 10.7 2099.8 * 1 1815 220 31. 2.6 2098.4
1 0140 21 76. 6.5 2099.1 * 1 1000 121 118. 10.0 2099.7 * 1 1820 221 31. 2.6 2098.4
1 0145 22 84. 7.2 2099.2 * 1 1005 122 111. 9.5 2099.6 * 1 1825 222 31. 2.6 2098.4
1 0150 23 95. 8.1 2099.4 * 1 1010 123 105. 8.9 2099.5 * 1 1830 223 31. 2.6 2098.4
1 0155 24 109. 9.2 2099.6 * 1 1015 124 99. 8.5 2099.4 * 1 1835 224 31. 2.6 2098.4
1 0200 25 123. 10.5 2099.8 * 1 1020 125 94. 8.0 2099.3 * 1 1840 225 31. 2.6 2098.4
1 0205 26 138. 11.7 2100.0 * 1 1025 126 89. 7.6 2099.3 * 1 1845 226 31. 2.6 2098.4
1 0210 27 151. 12.8 2100.2 * 1 1030 127 85. 7.2 2099.2 * 1 1850 227 31. 2.6 2098.4
1 0215 28 163. 13.9 2100.4 * 1 1035 128 81. 6.9 2099.1 * 1 1855 228 30. 2.6 2098.4
1 0220 29 175. 14.8 2100.6 * 1 1040 129 77. 6.5 2099.1 * 1 1900 229 30. 2.6 2098.4
1 0225 30 186. 15.8 2100.8 * 1 1045 130 73. 6.2 2099.0 * 1 1905 230 30. 2.6 2098.4
1 0230 31 199. 16.9 2100.9 * 1 1050 131 70. 6.0 2099.0 * 1 1910 231 30. 2.6 2098.4
1 0235 32 218. 18.1 2101.1 * 1 1055 132 67. 5.7 2098.9 * 1 1915 232 30. 2.6 2098.4
1 0240 33 240. 19.3 2101.2 * 1 1100 133 64. 5.5 2098.9 * 1 1920 233 30. 2.6 2098.4
1 0245 34 264. 20.6 2101.2 * 1 1105 134 62. 5.2 2098.8 * 1 1925 234 30. 2.6 2098.4
1 0250 35 287. 22.0 2101.3 * 1 1110 135 59. 5.0 2098.8 * 1 1930 235 30. 2.6 2098.4
1 0255 36 311. 23.3 2101.4 * 1 1115 136 57. 4.9 2098.8 * 1 1935 236 30. 2.6 2098.4
1 0300 37 333. 24.5 2101.5 * 1 1120 137 55. 4.7 2098.7 * 1 1940 237 30. 2.6 2098.4
1 0305 38 354. 25.7 2101.6 * 1 1125 138 53. 4.5 2098.7 * 1 1945 238 30. 2.6 2098.4
1 0310 39 376. 26.9 2101.7 * 1 1130 139 52. 4.4 2098.7 * 1 1950 239 30. 2.6 2098.4
1 0315 40 402. 28.5 2101.8 * 1 1135 140 50. 4.3 2098.7 * 1 1955 240 30. 2.6 2098.4
1 0320 41 423. 31.2 2102.0 * 1 1140 141 49. 4.1 2098.6 * 1 2000 241 30. 2.6 2098.4
1 0325 42 465. 36.3 2102.3 * 1 1145 142 47. 4.0 2098.6 * 1 2005 242 30. 2.6 2098.4
1 0330 43 530. 45.8 2102.9 * 1 1150 143 46. 3.9 2098.6 * 1 2010 243 30. 2.6 2098.4
1 0335 44 620. 61.5 2103.8 * 1 1155 144 45. 3.8 2098.6 * 1 2015 244 30. 2.6 2098.4
1 0340 45 750. 83.7 2105.0 * 1 1200 145 44. 3.7 2098.6 * 1 2020 245 30. 2.6 2098.4
1 0345 46 898. 110.7 2106.4 * 1 1205 146 43. 3.6 2098.6 * 1 2025 246 30. 2.6 2098.4
1 0350 47 1043. 139.8 2107.8 * 1 1210 147 42. 3.6 2098.5 * 1 2030 247 30. 2.6 2098.4
1 0355 48 1173. 168.5 2109.2 * 1 1215 148 41. 3.5 2098.5 * 1 2035 248 30. 2.6 2098.4
1 0400 49 1290. 194.4 2110.4 * 1 1220 149 40. 3.4 2098.5 * 1 2040 249 30. 2.6 2098.4
1 0405 50 1387. 216.3 2111.4 * 1 1225 150 40. 3.4 2098.5 * 1 2045 250 30. 2.6 2098.4
1 0410 51 1425. 233.8 2112.2 * 1 1230 151 39. 3.3 2098.5 * 1 2050 251 30. 2.6 2098.4
1 0415 52 1963. 245.5 2112.7 * 1 1235 152 38. 3.3 2098.5 * 1 2055 252 30. 2.6 2098.4
1 0420 53 2237. 250.8 2113.0 * 1 1240 153 38. 3.2 2098.5 * 1 2100 253 30. 2.6 2098.4
1 0425 54 2296. 252.0 2113.0 * 1 1245 154 37. 3.2 2098.5 * 1 2105 254 30. 2.6 2098.4
1 0430 55 2233. 250.7 2113.0 * 1 1250 155 37. 3.1 2098.5 * 1 2110 255 30. 2.6 2098.4
1 0435 56 2114. 248.4 2112.9 * 1 1255 156 36. 3.1 2098.5 * 1 2115 256 30. 2.6 2098.4
1 0440 57 1984. 245.9 2112.8 * 1 1300 157 36. 3.1 2098.5 * 1 2120 257 30. 2.6 2098.4
1 0445 58 1867. 243.6 2112.7 * 1 1305 158 36. 3.0 2098.4 * 1 2125 258 30. 2.6 2098.4
1 0450 59 1775. 241.8 2112.6 * 1 1310 159 35. 3.0 2098.4 * 1 2130 259 30. 2.6 2098.4
1 0455 60 1709. 240.5 2112.5 * 1 1315 160 35. 3.0 2098.4 * 1 2135 260 30. 2.6 2098.4
1 0500 61 1664. 239.7 2112.5 * 1 1320 161 35. 2.9 2098.4 * 1 2140 261 30. 2.6 2098.4
1 0505 62 1628. 239.0 2112.5 * 1 1325 162 34. 2.9 2098.4 * 1 2145 262 30. 2.6 2098.4
1 0510 63 1585. 238.1 2112.4 * 1 1330 163 34. 2.9 2098.4 * 1 2150 263 30. 2.6 2098.4
1 0515 64 1527. 237.0 2112.4 * 1 1335 164 34. 2.9 2098.4 * 1 2155 264 30. 2.6 2098.4
1 0520 65 1448. 235.5 2112.3 * 1 1340 165 34. 2.9 2098.4 * 1 2200 265 30. 2.5 2098.4
1 0525 66 1424. 233.3 2112.2 * 1 1345 166 34. 2.8 2098.4 * 1 2205 266 30. 2.5 2098.4
1 0530 67 1417. 230.2 2112.1 * 1 1350 167 33. 2.8 2098.4 * 1 2210 267 30. 2.5 2098.4
1 0535 68 1409. 226.2 2111.9 * 1 1355 168 33. 2.8 2098.4 * 1 2215 268 30. 2.5 2098.4
1 0540 69 1398. 221.4 2111.7 * 1 1400 169 33. 2.8 2098.4 * 1 2220 269 30. 2.5 2098.4
1 0545 70 1386. 215.9 2111.4 * 1 1405 170 33. 2.8 2098.4 * 1 2225 270 30. 2.5 2098.4
1 0550 71 1356. 210.0 2111.1 * 1 1410 171 33. 2.8 2098.4 * 1 2230 271 30. 2.5 2098.4
1 0555 72 1330. 203.7 2110.9 * 1 1415 172 33. 2.8 2098.4 * 1 2235 272 30. 2.5 2098.4
1 0600 73 1302. 197.2 2110.6 * 1 1420 173 32. 2.8 2098.4 * 1 2240 273 30. 2.5 2098.4
1 0605 74 1272. 190.5 2110.2 * 1 1425 174 32. 2.7 2098.4 * 1 2245 274 30. 2.5 2098.4
1 0610 75 1241. 183.8 2109.9 * 1 1430 175 32. 2.7 2098.4 * 1 2250 275 30. 2.5 2098.4
1 0615 76 1211. 177.0 2109.6 * 1 1435 176 32. 2.7 2098.4 * 1 2255 276 30. 2.5 2098.4
1 0620 77 1181. 170.3 2109.3 * 1 1440 177 32. 2.7 2098.4 * 1 2300 277 30. 2.5 2098.4
1 0625 78 1151. 163.5 2109.0 * 1 1445 178 32. 2.7 2098.4 * 1 2305 278 30. 2.5 2098.4
1 0630 79 1121. 156.8 2108.7 * 1 1450 179 32. 2.7 2098.4 * 1 2310 279 30. 2.5 2098.4
1 0635 80 1091. 150.2 2108.3 * 1 1455 180 32. 2.7 2098.4 * 1 2315 280 30. 2.5 2098.4
1 0640 81 1061. 143.6 2108.0 * 1 1500 181 32. 2.7 2098.4 * 1 2320 281 30. 2.5 2098.4
1 0645 82 1030. 137.1 2107.7 * 1 1505 182 32. 2.7 2098.4 * 1 2325 282 30. 2.5 2098.4
1 0650 83 1001. 130.7 2107.4 * 1 1510 183 32. 2.7 2098.4 * 1 2330 283 30. 2.5 2098.4
1 0655 84 969. 124.4 2107.1 * 1 1515 184 32. 2.7 2098.4 * 1 2335 284 30. 2.5 2098.4
1 0700 85 937. 118.3 2106.8 * 1 1520 185 32. 2.7 2098.4 * 1 2340 285 30. 2.5 2098.4
1 0705 86 907. 112.3 2106.5 * 1 1525 186 31. 2.7 2098.4 * 1 2345 286 30. 2.5 2098.4
1 0710 87 876. 106.5 2106.2 * 1 1530 187 31. 2.7 2098.4 * 1 2350 287 30. 2.5 2098.4
1 0715 88 846. 100.9 2105.9 * 1 1535 188 31. 2.7 2098.4 * 1 2355 288 30. 2.5 2098.4
1 0720 89 816. 95.5 2105.6 * 1 1540 189 31. 2.7 2098.4 * 2 0000 289 30. 2.5 2098.4
1 0725 90 787. 90.3 2105.3 * 1 1545 190 31. 2.7 2098.4 * 2 0005 290 30. 2.5 2098.4
1 0730 91 758. 85.2 2105.1 * 1 1550 191 31. 2.7 2098.4 * 2 0010 291 30. 2.5 2098.4
1 0735 92 731. 80.3 2104.8 * 1 1555 192 31. 2.7 2098.4 * 2 0015 292 30. 2.5 2098.4
1 0740 93 704. 75.6 2104.5 * 1 1600 193 31. 2.6 2098.4 * 2 0020 293 30. 2.5 2098.4
1 0745 94 677. 71.1 2104.3 * 1 1605 194 31. 2.6 2098.4 * 2 0025 294 30. 2.5 2098.4
1 0750 95 652. 66.8 2104.1 * 1 1610 195 31. 2.6 2098.4 * 2 0030 295 30. 2.5 2098.4
1 0755 96 627. 62.6 2103.8 * 1 1615 196 31. 2.6 2098.4 * 2 0035 296 30. 2.5 2098.4
1 0800 97 603. 58.6 2103.6 * 1 1620 197 31. 2.6 2098.4 * 2 0040 297 30. 2.5 2098.4
1 0805 98 581. 54.7 2103.4 * 1 1625 198 31. 2.6 2098.4 * 2 0045 298 30. 2.5 2098.4
1 0810 99 560. 51.0 2103.2 * 1 1630 199 31. 2.6 2098.4 * 2 0050 299 30. 2.5 2098.4
1 0815 100 539. 47.5 2103.0 * 1 1635 200 31. 2.6 2098.4 * 2 0055 300 30. 2.5 2098.4
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 2296. 4.42 1055. 306. 295. 295.
(INCHES) 1.298 1.507 1.508 1.508
(AC-FT) 523. 607. 607. 607.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
252. 4.42 137. 38. 36. 36.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2113.03 4.42 2107.46 2100.92 2100.81 2100.81
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .98
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 517. 43.6 2102.7 * 1 1640 201 31. 2.6 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 498. 40.3 2102.5 * 1 1645 202 31. 2.6 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 472. 37.2 2102.3 * 1 1650 203 31. 2.6 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 448. 34.3 2102.2 * 1 1655 204 31. 2.6 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 426. 31.5 2102.0 * 1 1700 205 31. 2.6 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 404. 28.8 2101.8 * 1 1705 206 31. 2.6 2098.4
1 0030 7 1. .1 2097.9 * 1 0850 107 366. 26.4 2101.7 * 1 1710 207 31. 2.6 2098.4
1 0035 8 2. .2 2097.9 * 1 0855 108 328. 24.2 2101.5 * 1 1715 208 31. 2.6 2098.4
1 0040 9 5. .5 2098.0 * 1 0900 109 293. 22.3 2101.4 * 1 1720 209 31. 2.6 2098.4
1 0045 10 10. .9 2098.1 * 1 0905 110 263. 20.6 2101.2 * 1 1725 210 31. 2.6 2098.4
1 0050 11 17. 1.4 2098.2 * 1 0910 111 237. 19.1 2101.1 * 1 1730 211 31. 2.6 2098.4
1 0055 12 24. 2.1 2098.3 * 1 0915 112 213. 17.8 2101.0 * 1 1735 212 31. 2.6 2098.4
1 0100 13 32. 2.7 2098.4 * 1 0920 113 195. 16.6 2100.9 * 1 1740 213 31. 2.6 2098.4
1 0105 14 39. 3.3 2098.5 * 1 0925 114 183. 15.5 2100.7 * 1 1745 214 30. 2.6 2098.4
1 0110 15 45. 3.8 2098.6 * 1 0930 115 171. 14.5 2100.5 * 1 1750 215 30. 2.6 2098.4
1 0115 16 50. 4.2 2098.7 * 1 0935 116 160. 13.6 2100.4 * 1 1755 216 30. 2.6 2098.4
1 0120 17 54. 4.6 2098.7 * 1 0940 117 150. 12.7 2100.2 * 1 1800 217 30. 2.6 2098.4
1 0125 18 58. 4.9 2098.8 * 1 0945 118 141. 12.0 2100.1 * 1 1805 218 30. 2.6 2098.4
1 0130 19 62. 5.2 2098.8 * 1 0950 119 132. 11.2 2099.9 * 1 1810 219 30. 2.6 2098.4
1 0135 20 66. 5.6 2098.9 * 1 0955 120 124. 10.6 2099.8 * 1 1815 220 30. 2.6 2098.4
1 0140 21 72. 6.1 2099.0 * 1 1000 121 117. 10.0 2099.7 * 1 1820 221 30. 2.6 2098.4
1 0145 22 80. 6.8 2099.1 * 1 1005 122 110. 9.4 2099.6 * 1 1825 222 30. 2.6 2098.4
1 0150 23 91. 7.7 2099.3 * 1 1010 123 104. 8.9 2099.5 * 1 1830 223 30. 2.6 2098.4
1 0155 24 104. 8.8 2099.5 * 1 1015 124 99. 8.4 2099.4 * 1 1835 224 30. 2.6 2098.4
1 0200 25 118. 10.0 2099.7 * 1 1020 125 93. 7.9 2099.3 * 1 1840 225 30. 2.6 2098.4
1 0205 26 132. 11.2 2099.9 * 1 1025 126 89. 7.5 2099.3 * 1 1845 226 30. 2.6 2098.4
1 0210 27 145. 12.3 2100.1 * 1 1030 127 84. 7.1 2099.2 * 1 1850 227 30. 2.6 2098.4
1 0215 28 157. 13.3 2100.3 * 1 1035 128 80. 6.8 2099.1 * 1 1855 228 30. 2.6 2098.4
1 0220 29 168. 14.3 2100.5 * 1 1040 129 76. 6.5 2099.1 * 1 1900 229 30. 2.6 2098.4
1 0225 30 179. 15.2 2100.6 * 1 1045 130 73. 6.2 2099.0 * 1 1905 230 30. 2.6 2098.4
1 0230 31 191. 16.3 2100.8 * 1 1050 131 70. 5.9 2099.0 * 1 1910 231 30. 2.6 2098.4
1 0235 32 207. 17.4 2101.0 * 1 1055 132 67. 5.7 2098.9 * 1 1915 232 30. 2.6 2098.4
1 0240 33 229. 18.7 2101.1 * 1 1100 133 64. 5.4 2098.9 * 1 1920 233 30. 2.6 2098.4
1 0245 34 252. 20.0 2101.2 * 1 1105 134 61. 5.2 2098.8 * 1 1925 234 30. 2.6 2098.4
1 0250 35 276. 21.3 2101.3 * 1 1110 135 59. 5.0 2098.8 * 1 1930 235 30. 2.6 2098.4
1 0255 36 299. 22.6 2101.4 * 1 1115 136 57. 4.8 2098.8 * 1 1935 236 30. 2.6 2098.4
1 0300 37 321. 23.8 2101.5 * 1 1120 137 55. 4.7 2098.7 * 1 1940 237 30. 2.6 2098.4
1 0305 38 342. 25.0 2101.6 * 1 1125 138 53. 4.5 2098.7 * 1 1945 238 30. 2.6 2098.4
1 0310 39 363. 26.2 2101.6 * 1 1130 139 51. 4.4 2098.7 * 1 1950 239 30. 2.6 2098.4
1 0315 40 391. 27.8 2101.8 * 1 1135 140 50. 4.2 2098.7 * 1 1955 240 30. 2.6 2098.4
1 0320 41 417. 30.4 2101.9 * 1 1140 141 48. 4.1 2098.6 * 1 2000 241 30. 2.6 2098.4
1 0325 42 457. 35.3 2102.2 * 1 1145 142 47. 4.0 2098.6 * 1 2005 242 30. 2.6 2098.4
1 0330 43 522. 44.5 2102.8 * 1 1150 143 46. 3.9 2098.6 * 1 2010 243 30. 2.6 2098.4
1 0335 44 610. 59.8 2103.7 * 1 1155 144 45. 3.8 2098.6 * 1 2015 244 30. 2.6 2098.4
1 0340 45 737. 81.4 2104.9 * 1 1200 145 44. 3.7 2098.6 * 1 2020 245 30. 2.6 2098.4
1 0345 46 883. 107.8 2106.3 * 1 1205 146 43. 3.6 2098.6 * 1 2025 246 30. 2.6 2098.4
1 0350 47 1027. 136.4 2107.7 * 1 1210 147 42. 3.5 2098.5 * 1 2030 247 30. 2.6 2098.4
1 0355 48 1155. 164.4 2109.0 * 1 1215 148 41. 3.5 2098.5 * 1 2035 248 30. 2.6 2098.4
1 0400 49 1269. 189.8 2110.2 * 1 1220 149 40. 3.4 2098.5 * 1 2040 249 30. 2.5 2098.4
1 0405 50 1362. 211.3 2111.2 * 1 1225 150 39. 3.3 2098.5 * 1 2045 250 30. 2.5 2098.4
1 0410 51 1414. 228.5 2112.0 * 1 1230 151 39. 3.3 2098.5 * 1 2050 251 30. 2.5 2098.4
1 0415 52 1717. 240.7 2112.5 * 1 1235 152 38. 3.2 2098.5 * 1 2055 252 30. 2.5 2098.4
1 0420 53 2051. 247.2 2112.8 * 1 1240 153 38. 3.2 2098.5 * 1 2100 253 30. 2.5 2098.4
1 0425 54 2155. 249.2 2112.9 * 1 1245 154 37. 3.2 2098.5 * 1 2105 254 30. 2.5 2098.4
1 0430 55 2124. 248.6 2112.9 * 1 1250 155 37. 3.1 2098.5 * 1 2110 255 30. 2.5 2098.4
1 0435 56 2029. 246.8 2112.8 * 1 1255 156 36. 3.1 2098.5 * 1 2115 256 30. 2.5 2098.4
1 0440 57 1916. 244.6 2112.7 * 1 1300 157 36. 3.0 2098.4 * 1 2120 257 30. 2.5 2098.4
1 0445 58 1812. 242.5 2112.6 * 1 1305 158 35. 3.0 2098.4 * 1 2125 258 30. 2.5 2098.4
1 0450 59 1728. 240.9 2112.6 * 1 1310 159 35. 3.0 2098.4 * 1 2130 259 30. 2.5 2098.4
1 0455 60 1669. 239.8 2112.5 * 1 1315 160 35. 3.0 2098.4 * 1 2135 260 30. 2.5 2098.4
1 0500 61 1628. 239.0 2112.5 * 1 1320 161 34. 2.9 2098.4 * 1 2140 261 30. 2.5 2098.4
1 0505 62 1594. 238.3 2112.4 * 1 1325 162 34. 2.9 2098.4 * 1 2145 262 30. 2.5 2098.4
1 0510 63 1554. 237.5 2112.4 * 1 1330 163 34. 2.9 2098.4 * 1 2150 263 30. 2.5 2098.4
1 0515 64 1498. 236.5 2112.4 * 1 1335 164 34. 2.9 2098.4 * 1 2155 264 30. 2.5 2098.4
1 0520 65 1428. 234.9 2112.3 * 1 1340 165 33. 2.8 2098.4 * 1 2200 265 30. 2.5 2098.4
1 0525 66 1423. 232.7 2112.2 * 1 1345 166 33. 2.8 2098.4 * 1 2205 266 30. 2.5 2098.4
1 0530 67 1416. 229.6 2112.0 * 1 1350 167 33. 2.8 2098.4 * 1 2210 267 30. 2.5 2098.4
1 0535 68 1407. 225.5 2111.9 * 1 1355 168 33. 2.8 2098.4 * 1 2215 268 30. 2.5 2098.4
1 0540 69 1396. 220.6 2111.6 * 1 1400 169 33. 2.8 2098.4 * 1 2220 269 30. 2.5 2098.4
1 0545 70 1384. 215.1 2111.4 * 1 1405 170 33. 2.8 2098.4 * 1 2225 270 30. 2.5 2098.4
1 0550 71 1353. 209.1 2111.1 * 1 1410 171 32. 2.8 2098.4 * 1 2230 271 30. 2.5 2098.4
1 0555 72 1326. 202.8 2110.8 * 1 1415 172 32. 2.7 2098.4 * 1 2235 272 30. 2.5 2098.4
1 0600 73 1298. 196.3 2110.5 * 1 1420 173 32. 2.7 2098.4 * 1 2240 273 30. 2.5 2098.4
1 0605 74 1268. 189.6 2110.2 * 1 1425 174 32. 2.7 2098.4 * 1 2245 274 30. 2.5 2098.4
1 0610 75 1237. 182.9 2109.9 * 1 1430 175 32. 2.7 2098.4 * 1 2250 275 30. 2.5 2098.4
1 0615 76 1207. 176.1 2109.6 * 1 1435 176 32. 2.7 2098.4 * 1 2255 276 30. 2.5 2098.4
1 0620 77 1177. 169.4 2109.3 * 1 1440 177 32. 2.7 2098.4 * 1 2300 277 30. 2.5 2098.4
1 0625 78 1147. 162.7 2108.9 * 1 1445 178 32. 2.7 2098.4 * 1 2305 278 30. 2.5 2098.4
1 0630 79 1117. 156.0 2108.6 * 1 1450 179 32. 2.7 2098.4 * 1 2310 279 30. 2.5 2098.4
1 0635 80 1087. 149.3 2108.3 * 1 1455 180 32. 2.7 2098.4 * 1 2315 280 30. 2.5 2098.4
1 0640 81 1057. 142.7 2108.0 * 1 1500 181 32. 2.7 2098.4 * 1 2320 281 30. 2.5 2098.4
1 0645 82 1027. 136.3 2107.7 * 1 1505 182 31. 2.7 2098.4 * 1 2325 282 30. 2.5 2098.4
1 0650 83 997. 129.9 2107.4 * 1 1510 183 31. 2.7 2098.4 * 1 2330 283 30. 2.5 2098.4
1 0655 84 965. 123.6 2107.1 * 1 1515 184 31. 2.7 2098.4 * 1 2335 284 30. 2.5 2098.4
1 0700 85 933. 117.5 2106.8 * 1 1520 185 31. 2.7 2098.4 * 1 2340 285 30. 2.5 2098.4
1 0705 86 903. 111.6 2106.5 * 1 1525 186 31. 2.7 2098.4 * 1 2345 286 30. 2.5 2098.4
1 0710 87 872. 105.8 2106.2 * 1 1530 187 31. 2.7 2098.4 * 1 2350 287 30. 2.5 2098.4
1 0715 88 842. 100.3 2105.9 * 1 1535 188 31. 2.6 2098.4 * 1 2355 288 30. 2.5 2098.4
1 0720 89 813. 94.8 2105.6 * 1 1540 189 31. 2.6 2098.4 * 2 0000 289 30. 2.5 2098.4
1 0725 90 784. 89.6 2105.3 * 1 1545 190 31. 2.6 2098.4 * 2 0005 290 29. 2.5 2098.4
1 0730 91 755. 84.6 2105.0 * 1 1550 191 31. 2.6 2098.4 * 2 0010 291 29. 2.5 2098.4
1 0735 92 727. 79.7 2104.8 * 1 1555 192 31. 2.6 2098.4 * 2 0015 292 29. 2.5 2098.4
1 0740 93 701. 75.1 2104.5 * 1 1600 193 31. 2.6 2098.4 * 2 0020 293 29. 2.5 2098.4
1 0745 94 674. 70.6 2104.3 * 1 1605 194 31. 2.6 2098.4 * 2 0025 294 29. 2.5 2098.4
1 0750 95 649. 66.2 2104.0 * 1 1610 195 31. 2.6 2098.4 * 2 0030 295 29. 2.5 2098.4
1 0755 96 624. 62.1 2103.8 * 1 1615 196 31. 2.6 2098.4 * 2 0035 296 29. 2.5 2098.4
1 0800 97 600. 58.1 2103.6 * 1 1620 197 31. 2.6 2098.4 * 2 0040 297 29. 2.5 2098.4
1 0805 98 578. 54.3 2103.4 * 1 1625 198 31. 2.6 2098.4 * 2 0045 298 29. 2.5 2098.4
1 0810 99 557. 50.6 2103.1 * 1 1630 199 31. 2.6 2098.4 * 2 0050 299 29. 2.5 2098.4
1 0815 100 537. 47.0 2102.9 * 1 1635 200 31. 2.6 2098.4 * 2 0055 300 29. 2.5 2098.4
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 2155. 4.42 1034. 300. 289. 289.
(INCHES) 1.273 1.478 1.479 1.479
(AC-FT) 513. 595. 596. 596.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
249. 4.42 136. 37. 36. 36.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2112.91 4.42 2107.41 2100.90 2100.79 2100.79
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .95
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 513. 42.9 2102.7 * 1 1640 201 30. 2.6 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 492. 39.6 2102.5 * 1 1645 202 30. 2.6 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 467. 36.6 2102.3 * 1 1650 203 30. 2.6 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 443. 33.6 2102.1 * 1 1655 204 30. 2.6 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 421. 30.9 2102.0 * 1 1700 205 30. 2.6 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 399. 28.3 2101.8 * 1 1705 206 30. 2.6 2098.4
1 0030 7 1. .1 2097.9 * 1 0850 107 357. 25.9 2101.6 * 1 1710 207 30. 2.6 2098.4
1 0035 8 2. .2 2097.9 * 1 0855 108 319. 23.8 2101.5 * 1 1715 208 30. 2.6 2098.4
1 0040 9 5. .4 2098.0 * 1 0900 109 286. 21.9 2101.3 * 1 1720 209 30. 2.6 2098.4
1 0045 10 9. .8 2098.0 * 1 0905 110 257. 20.2 2101.2 * 1 1725 210 30. 2.6 2098.4
1 0050 11 15. 1.3 2098.1 * 1 0910 111 231. 18.8 2101.1 * 1 1730 211 30. 2.6 2098.4
1 0055 12 21. 1.8 2098.2 * 1 0915 112 208. 17.5 2101.0 * 1 1735 212 30. 2.6 2098.4
1 0100 13 28. 2.4 2098.3 * 1 0920 113 192. 16.3 2100.8 * 1 1740 213 30. 2.6 2098.4
1 0105 14 34. 2.9 2098.4 * 1 0925 114 180. 15.3 2100.7 * 1 1745 214 30. 2.6 2098.4
1 0110 15 40. 3.4 2098.5 * 1 0930 115 168. 14.3 2100.5 * 1 1750 215 30. 2.6 2098.4
1 0115 16 44. 3.8 2098.6 * 1 0935 116 157. 13.4 2100.3 * 1 1755 216 30. 2.6 2098.4
1 0120 17 48. 4.1 2098.6 * 1 0940 117 148. 12.5 2100.2 * 1 1800 217 30. 2.6 2098.4
1 0125 18 52. 4.4 2098.7 * 1 0945 118 138. 11.8 2100.0 * 1 1805 218 30. 2.6 2098.4
1 0130 19 56. 4.7 2098.8 * 1 0950 119 130. 11.1 2099.9 * 1 1810 219 30. 2.6 2098.4
1 0135 20 60. 5.1 2098.8 * 1 0955 120 122. 10.4 2099.8 * 1 1815 220 30. 2.6 2098.4
1 0140 21 66. 5.6 2098.9 * 1 1000 121 115. 9.8 2099.7 * 1 1820 221 30. 2.6 2098.4
1 0145 22 74. 6.2 2099.0 * 1 1005 122 109. 9.2 2099.6 * 1 1825 222 30. 2.6 2098.4
1 0150 23 84. 7.1 2099.2 * 1 1010 123 103. 8.7 2099.5 * 1 1830 223 30. 2.6 2098.4
1 0155 24 96. 8.1 2099.4 * 1 1015 124 97. 8.3 2099.4 * 1 1835 224 30. 2.5 2098.4
1 0200 25 109. 9.2 2099.6 * 1 1020 125 92. 7.8 2099.3 * 1 1840 225 30. 2.5 2098.4
1 0205 26 122. 10.4 2099.8 * 1 1025 126 87. 7.4 2099.2 * 1 1845 226 30. 2.5 2098.4
1 0210 27 135. 11.4 2100.0 * 1 1030 127 83. 7.0 2099.2 * 1 1850 227 30. 2.5 2098.4
1 0215 28 146. 12.4 2100.1 * 1 1035 128 79. 6.7 2099.1 * 1 1855 228 30. 2.5 2098.4
1 0220 29 157. 13.3 2100.3 * 1 1040 129 75. 6.4 2099.1 * 1 1900 229 30. 2.5 2098.4
1 0225 30 167. 14.2 2100.5 * 1 1045 130 72. 6.1 2099.0 * 1 1905 230 30. 2.5 2098.4
1 0230 31 179. 15.2 2100.6 * 1 1050 131 69. 5.8 2099.0 * 1 1910 231 30. 2.5 2098.4
1 0235 32 193. 16.4 2100.9 * 1 1055 132 66. 5.6 2098.9 * 1 1915 232 30. 2.5 2098.4
1 0240 33 210. 17.6 2101.0 * 1 1100 133 63. 5.3 2098.9 * 1 1920 233 30. 2.5 2098.4
1 0245 34 233. 18.9 2101.1 * 1 1105 134 60. 5.1 2098.8 * 1 1925 234 30. 2.5 2098.4
1 0250 35 256. 20.2 2101.2 * 1 1110 135 58. 4.9 2098.8 * 1 1930 235 30. 2.5 2098.4
1 0255 36 279. 21.5 2101.3 * 1 1115 136 56. 4.8 2098.8 * 1 1935 236 30. 2.5 2098.4
1 0300 37 300. 22.7 2101.4 * 1 1120 137 54. 4.6 2098.7 * 1 1940 237 30. 2.5 2098.4
1 0305 38 321. 23.9 2101.5 * 1 1125 138 52. 4.4 2098.7 * 1 1945 238 30. 2.5 2098.4
1 0310 39 342. 25.1 2101.6 * 1 1130 139 51. 4.3 2098.7 * 1 1950 239 30. 2.5 2098.4
1 0315 40 369. 26.6 2101.7 * 1 1135 140 49. 4.2 2098.7 * 1 1955 240 30. 2.5 2098.4
1 0320 41 406. 29.0 2101.8 * 1 1140 141 48. 4.0 2098.6 * 1 2000 241 30. 2.5 2098.4
1 0325 42 443. 33.7 2102.1 * 1 1145 142 46. 3.9 2098.6 * 1 2005 242 30. 2.5 2098.4
1 0330 43 510. 42.4 2102.7 * 1 1150 143 45. 3.8 2098.6 * 1 2010 243 30. 2.5 2098.4
1 0335 44 594. 57.0 2103.5 * 1 1155 144 44. 3.7 2098.6 * 1 2015 244 30. 2.5 2098.4
1 0340 45 716. 77.8 2104.7 * 1 1200 145 43. 3.7 2098.6 * 1 2020 245 30. 2.5 2098.4
1 0345 46 858. 103.2 2106.0 * 1 1205 146 42. 3.6 2098.5 * 1 2025 246 30. 2.5 2098.4
1 0350 47 1001. 130.7 2107.4 * 1 1210 147 41. 3.5 2098.5 * 1 2030 247 30. 2.5 2098.4
1 0355 48 1126. 157.8 2108.7 * 1 1215 148 40. 3.4 2098.5 * 1 2035 248 30. 2.5 2098.4
1 0400 49 1235. 182.4 2109.9 * 1 1220 149 40. 3.4 2098.5 * 1 2040 249 30. 2.5 2098.4
1 0405 50 1328. 203.2 2110.8 * 1 1225 150 39. 3.3 2098.5 * 1 2045 250 30. 2.5 2098.4
1 0410 51 1395. 219.9 2111.6 * 1 1230 151 38. 3.3 2098.5 * 1 2050 251 30. 2.5 2098.4
1 0415 52 1422. 232.5 2112.2 * 1 1235 152 38. 3.2 2098.5 * 1 2055 252 30. 2.5 2098.4
1 0420 53 1714. 240.6 2112.5 * 1 1240 153 37. 3.2 2098.5 * 1 2100 253 30. 2.5 2098.4
1 0425 54 1900. 244.3 2112.7 * 1 1245 154 37. 3.1 2098.5 * 1 2105 254 30. 2.5 2098.4
1 0430 55 1930. 244.8 2112.7 * 1 1250 155 36. 3.1 2098.5 * 1 2110 255 30. 2.5 2098.4
1 0435 56 1879. 243.8 2112.7 * 1 1255 156 36. 3.0 2098.4 * 1 2115 256 30. 2.5 2098.4
1 0440 57 1797. 242.3 2112.6 * 1 1300 157 35. 3.0 2098.4 * 1 2120 257 30. 2.5 2098.4
1 0445 58 1715. 240.7 2112.5 * 1 1305 158 35. 3.0 2098.4 * 1 2125 258 30. 2.5 2098.4
1 0450 59 1647. 239.3 2112.5 * 1 1310 159 35. 2.9 2098.4 * 1 2130 259 30. 2.5 2098.4
1 0455 60 1598. 238.4 2112.4 * 1 1315 160 34. 2.9 2098.4 * 1 2135 260 30. 2.5 2098.4
1 0500 61 1565. 237.8 2112.4 * 1 1320 161 34. 2.9 2098.4 * 1 2140 261 30. 2.5 2098.4
1 0505 62 1537. 237.2 2112.4 * 1 1325 162 34. 2.9 2098.4 * 1 2145 262 30. 2.5 2098.4
1 0510 63 1502. 236.5 2112.4 * 1 1330 163 34. 2.9 2098.4 * 1 2150 263 30. 2.5 2098.4
1 0515 64 1450. 235.5 2112.3 * 1 1335 164 33. 2.8 2098.4 * 1 2155 264 29. 2.5 2098.4
1 0520 65 1426. 234.0 2112.2 * 1 1340 165 33. 2.8 2098.4 * 1 2200 265 29. 2.5 2098.4
1 0525 66 1420. 231.6 2112.1 * 1 1345 166 33. 2.8 2098.4 * 1 2205 266 29. 2.5 2098.4
1 0530 67 1413. 228.2 2112.0 * 1 1350 167 33. 2.8 2098.4 * 1 2210 267 29. 2.5 2098.4
1 0535 68 1404. 224.0 2111.8 * 1 1355 168 33. 2.8 2098.4 * 1 2215 268 29. 2.5 2098.4
1 0540 69 1393. 219.1 2111.6 * 1 1400 169 32. 2.8 2098.4 * 1 2220 269 29. 2.5 2098.4
1 0545 70 1380. 213.5 2111.3 * 1 1405 170 32. 2.7 2098.4 * 1 2225 270 29. 2.5 2098.4
1 0550 71 1346. 207.4 2111.0 * 1 1410 171 32. 2.7 2098.4 * 1 2230 271 29. 2.5 2098.4
1 0555 72 1319. 201.1 2110.7 * 1 1415 172 32. 2.7 2098.4 * 1 2235 272 29. 2.5 2098.4
1 0600 73 1290. 194.6 2110.4 * 1 1420 173 32. 2.7 2098.4 * 1 2240 273 29. 2.5 2098.4
1 0605 74 1260. 187.9 2110.1 * 1 1425 174 32. 2.7 2098.4 * 1 2245 274 29. 2.5 2098.4
1 0610 75 1230. 181.2 2109.8 * 1 1430 175 32. 2.7 2098.4 * 1 2250 275 29. 2.5 2098.4
1 0615 76 1199. 174.5 2109.5 * 1 1435 176 32. 2.7 2098.4 * 1 2255 276 29. 2.5 2098.3
1 0620 77 1170. 167.7 2109.2 * 1 1440 177 31. 2.7 2098.4 * 1 2300 277 29. 2.5 2098.3
1 0625 78 1140. 161.0 2108.9 * 1 1445 178 31. 2.7 2098.4 * 1 2305 278 29. 2.5 2098.3
1 0630 79 1110. 154.4 2108.5 * 1 1450 179 31. 2.7 2098.4 * 1 2310 279 29. 2.5 2098.3
1 0635 80 1080. 147.8 2108.2 * 1 1455 180 31. 2.7 2098.4 * 1 2315 280 29. 2.5 2098.3
1 0640 81 1050. 141.2 2107.9 * 1 1500 181 31. 2.6 2098.4 * 1 2320 281 29. 2.5 2098.3
1 0645 82 1020. 134.8 2107.6 * 1 1505 182 31. 2.6 2098.4 * 1 2325 282 29. 2.5 2098.3
1 0650 83 989. 128.4 2107.3 * 1 1510 183 31. 2.6 2098.4 * 1 2330 283 29. 2.5 2098.3
1 0655 84 958. 122.2 2107.0 * 1 1515 184 31. 2.6 2098.4 * 1 2335 284 29. 2.5 2098.3
1 0700 85 927. 116.2 2106.7 * 1 1520 185 31. 2.6 2098.4 * 1 2340 285 29. 2.5 2098.3
1 0705 86 896. 110.3 2106.4 * 1 1525 186 31. 2.6 2098.4 * 1 2345 286 29. 2.5 2098.3
1 0710 87 865. 104.6 2106.1 * 1 1530 187 31. 2.6 2098.4 * 1 2350 287 29. 2.5 2098.3
1 0715 88 835. 99.1 2105.8 * 1 1535 188 31. 2.6 2098.4 * 1 2355 288 29. 2.5 2098.3
1 0720 89 807. 93.7 2105.5 * 1 1540 189 31. 2.6 2098.4 * 2 0000 289 29. 2.5 2098.3
1 0725 90 777. 88.5 2105.2 * 1 1545 190 31. 2.6 2098.4 * 2 0005 290 29. 2.5 2098.3
1 0730 91 749. 83.5 2105.0 * 1 1550 191 31. 2.6 2098.4 * 2 0010 291 29. 2.5 2098.3
1 0735 92 721. 78.7 2104.7 * 1 1555 192 31. 2.6 2098.4 * 2 0015 292 29. 2.5 2098.3
1 0740 93 695. 74.1 2104.5 * 1 1600 193 31. 2.6 2098.4 * 2 0020 293 29. 2.5 2098.3
1 0745 94 668. 69.6 2104.2 * 1 1605 194 31. 2.6 2098.4 * 2 0025 294 29. 2.5 2098.3
1 0750 95 643. 65.3 2104.0 * 1 1610 195 31. 2.6 2098.4 * 2 0030 295 29. 2.5 2098.3
1 0755 96 619. 61.2 2103.7 * 1 1615 196 31. 2.6 2098.4 * 2 0035 296 29. 2.5 2098.3
1 0800 97 595. 57.2 2103.5 * 1 1620 197 31. 2.6 2098.4 * 2 0040 297 29. 2.5 2098.3
1 0805 98 574. 53.4 2103.3 * 1 1625 198 30. 2.6 2098.4 * 2 0045 298 29. 2.5 2098.3
1 0810 99 553. 49.8 2103.1 * 1 1630 199 30. 2.6 2098.4 * 2 0050 299 29. 2.5 2098.3
1 0815 100 532. 46.3 2102.9 * 1 1635 200 30. 2.6 2098.4 * 2 0055 300 29. 2.5 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1930. 4.50 1001. 290. 280. 280.
(INCHES) 1.232 1.431 1.431 1.431
(AC-FT) 496. 576. 576. 576.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
245. 4.50 134. 37. 35. 35.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2112.72 4.50 2107.31 2100.86 2100.75 2100.75
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .93
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 508. 42.1 2102.6 * 1 1640 201 30. 2.6 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 486. 38.8 2102.4 * 1 1645 202 30. 2.6 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 461. 35.8 2102.3 * 1 1650 203 30. 2.6 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 438. 32.9 2102.1 * 1 1655 204 30. 2.5 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 415. 30.2 2101.9 * 1 1700 205 30. 2.5 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 388. 27.6 2101.7 * 1 1705 206 30. 2.5 2098.4
1 0030 7 1. .0 2097.9 * 1 0850 107 347. 25.3 2101.6 * 1 1710 207 30. 2.5 2098.4
1 0035 8 2. .1 2097.9 * 1 0855 108 311. 23.3 2101.4 * 1 1715 208 30. 2.5 2098.4
1 0040 9 4. .3 2098.0 * 1 0900 109 278. 21.5 2101.3 * 1 1720 209 30. 2.5 2098.4
1 0045 10 8. .7 2098.0 * 1 0905 110 250. 19.9 2101.2 * 1 1725 210 30. 2.5 2098.4
1 0050 11 13. 1.1 2098.1 * 1 0910 111 225. 18.4 2101.1 * 1 1730 211 30. 2.5 2098.4
1 0055 12 19. 1.6 2098.2 * 1 0915 112 202. 17.2 2101.0 * 1 1735 212 30. 2.5 2098.4
1 0100 13 25. 2.1 2098.3 * 1 0920 113 189. 16.0 2100.8 * 1 1740 213 30. 2.5 2098.4
1 0105 14 31. 2.6 2098.4 * 1 0925 114 177. 15.0 2100.6 * 1 1745 214 30. 2.5 2098.4
1 0110 15 36. 3.0 2098.4 * 1 0930 115 165. 14.0 2100.4 * 1 1750 215 30. 2.5 2098.4
1 0115 16 40. 3.4 2098.5 * 1 0935 116 155. 13.1 2100.3 * 1 1755 216 30. 2.5 2098.4
1 0120 17 43. 3.7 2098.6 * 1 0940 117 145. 12.3 2100.1 * 1 1800 217 30. 2.5 2098.4
1 0125 18 47. 4.0 2098.6 * 1 0945 118 136. 11.6 2100.0 * 1 1805 218 30. 2.5 2098.4
1 0130 19 50. 4.3 2098.7 * 1 0950 119 128. 10.9 2099.9 * 1 1810 219 30. 2.5 2098.4
1 0135 20 54. 4.6 2098.7 * 1 0955 120 120. 10.2 2099.7 * 1 1815 220 30. 2.5 2098.4
1 0140 21 60. 5.1 2098.8 * 1 1000 121 113. 9.6 2099.6 * 1 1820 221 30. 2.5 2098.4
1 0145 22 67. 5.7 2098.9 * 1 1005 122 107. 9.1 2099.5 * 1 1825 222 30. 2.5 2098.4
1 0150 23 77. 6.5 2099.1 * 1 1010 123 101. 8.6 2099.5 * 1 1830 223 30. 2.5 2098.4
1 0155 24 88. 7.5 2099.2 * 1 1015 124 96. 8.1 2099.4 * 1 1835 224 30. 2.5 2098.4
1 0200 25 100. 8.5 2099.4 * 1 1020 125 91. 7.7 2099.3 * 1 1840 225 30. 2.5 2098.4
1 0205 26 113. 9.6 2099.6 * 1 1025 126 86. 7.3 2099.2 * 1 1845 226 30. 2.5 2098.4
1 0210 27 125. 10.6 2099.8 * 1 1030 127 82. 6.9 2099.2 * 1 1850 227 30. 2.5 2098.4
1 0215 28 136. 11.5 2100.0 * 1 1035 128 78. 6.6 2099.1 * 1 1855 228 30. 2.5 2098.4
1 0220 29 146. 12.4 2100.1 * 1 1040 129 74. 6.3 2099.0 * 1 1900 229 30. 2.5 2098.4
1 0225 30 156. 13.3 2100.3 * 1 1045 130 71. 6.0 2099.0 * 1 1905 230 30. 2.5 2098.4
1 0230 31 168. 14.2 2100.5 * 1 1050 131 67. 5.7 2098.9 * 1 1910 231 30. 2.5 2098.4
1 0235 32 180. 15.3 2100.7 * 1 1055 132 65. 5.5 2098.9 * 1 1915 232 30. 2.5 2098.4
1 0240 33 195. 16.5 2100.9 * 1 1100 133 62. 5.3 2098.9 * 1 1920 233 30. 2.5 2098.4
1 0245 34 213. 17.8 2101.0 * 1 1105 134 60. 5.1 2098.8 * 1 1925 234 30. 2.5 2098.4
1 0250 35 236. 19.1 2101.1 * 1 1110 135 57. 4.9 2098.8 * 1 1930 235 30. 2.5 2098.4
1 0255 36 259. 20.4 2101.2 * 1 1115 136 55. 4.7 2098.7 * 1 1935 236 30. 2.5 2098.4
1 0300 37 280. 21.6 2101.3 * 1 1120 137 53. 4.5 2098.7 * 1 1940 237 29. 2.5 2098.4
1 0305 38 300. 22.7 2101.4 * 1 1125 138 52. 4.4 2098.7 * 1 1945 238 29. 2.5 2098.4
1 0310 39 321. 23.9 2101.5 * 1 1130 139 50. 4.2 2098.7 * 1 1950 239 29. 2.5 2098.4
1 0315 40 348. 25.3 2101.6 * 1 1135 140 48. 4.1 2098.6 * 1 1955 240 29. 2.5 2098.4
1 0320 41 389. 27.7 2101.7 * 1 1140 141 47. 4.0 2098.6 * 1 2000 241 29. 2.5 2098.4
1 0325 42 431. 32.1 2102.0 * 1 1145 142 46. 3.9 2098.6 * 1 2005 242 29. 2.5 2098.4
1 0330 43 498. 40.4 2102.5 * 1 1150 143 45. 3.8 2098.6 * 1 2010 243 29. 2.5 2098.4
1 0335 44 578. 54.3 2103.4 * 1 1155 144 43. 3.7 2098.6 * 1 2015 244 29. 2.5 2098.4
1 0340 45 695. 74.1 2104.5 * 1 1200 145 42. 3.6 2098.6 * 1 2020 245 29. 2.5 2098.4
1 0345 46 833. 98.5 2105.8 * 1 1205 146 41. 3.5 2098.5 * 1 2025 246 29. 2.5 2098.4
1 0350 47 972. 125.1 2107.1 * 1 1210 147 41. 3.5 2098.5 * 1 2030 247 29. 2.5 2098.4
1 0355 48 1096. 151.2 2108.4 * 1 1215 148 40. 3.4 2098.5 * 1 2035 248 29. 2.5 2098.4
1 0400 49 1201. 175.0 2109.5 * 1 1220 149 39. 3.3 2098.5 * 1 2040 249 29. 2.5 2098.3
1 0405 50 1293. 195.1 2110.5 * 1 1225 150 38. 3.3 2098.5 * 1 2045 250 29. 2.5 2098.3
1 0410 51 1362. 211.2 2111.2 * 1 1230 151 38. 3.2 2098.5 * 1 2050 251 29. 2.5 2098.3
1 0415 52 1402. 223.3 2111.8 * 1 1235 152 37. 3.2 2098.5 * 1 2055 252 29. 2.5 2098.3
1 0420 53 1421. 232.0 2112.2 * 1 1240 153 37. 3.1 2098.5 * 1 2100 253 29. 2.5 2098.3
1 0425 54 1549. 237.4 2112.4 * 1 1245 154 36. 3.1 2098.5 * 1 2105 254 29. 2.5 2098.3
1 0430 55 1668. 239.8 2112.5 * 1 1250 155 36. 3.0 2098.4 * 1 2110 255 29. 2.5 2098.3
1 0435 56 1681. 240.0 2112.5 * 1 1255 156 35. 3.0 2098.4 * 1 2115 256 29. 2.5 2098.3
1 0440 57 1645. 239.3 2112.5 * 1 1300 157 35. 3.0 2098.4 * 1 2120 257 29. 2.5 2098.3
1 0445 58 1596. 238.3 2112.4 * 1 1305 158 35. 2.9 2098.4 * 1 2125 258 29. 2.5 2098.3
1 0450 59 1550. 237.5 2112.4 * 1 1310 159 34. 2.9 2098.4 * 1 2130 259 29. 2.5 2098.3
1 0455 60 1517. 236.8 2112.4 * 1 1315 160 34. 2.9 2098.4 * 1 2135 260 29. 2.5 2098.3
1 0500 61 1495. 236.4 2112.4 * 1 1320 161 34. 2.9 2098.4 * 1 2140 261 29. 2.5 2098.3
1 0505 62 1474. 236.0 2112.3 * 1 1325 162 33. 2.8 2098.4 * 1 2145 262 29. 2.5 2098.3
1 0510 63 1445. 235.4 2112.3 * 1 1330 163 33. 2.8 2098.4 * 1 2150 263 29. 2.5 2098.3
1 0515 64 1427. 234.4 2112.3 * 1 1335 164 33. 2.8 2098.4 * 1 2155 264 29. 2.5 2098.3
1 0520 65 1423. 232.7 2112.2 * 1 1340 165 33. 2.8 2098.4 * 1 2200 265 29. 2.5 2098.3
1 0525 66 1417. 230.1 2112.1 * 1 1345 166 33. 2.8 2098.4 * 1 2205 266 29. 2.5 2098.3
1 0530 67 1409. 226.7 2111.9 * 1 1350 167 32. 2.7 2098.4 * 1 2210 267 29. 2.5 2098.3
1 0535 68 1400. 222.3 2111.7 * 1 1355 168 32. 2.7 2098.4 * 1 2215 268 29. 2.5 2098.3
1 0540 69 1389. 217.3 2111.5 * 1 1400 169 32. 2.7 2098.4 * 1 2220 269 29. 2.5 2098.3
1 0545 70 1364. 211.7 2111.2 * 1 1405 170 32. 2.7 2098.4 * 1 2225 270 29. 2.5 2098.3
1 0550 71 1338. 205.6 2110.9 * 1 1410 171 32. 2.7 2098.4 * 1 2230 271 29. 2.5 2098.3
1 0555 72 1311. 199.3 2110.7 * 1 1415 172 32. 2.7 2098.4 * 1 2235 272 29. 2.5 2098.3
1 0600 73 1282. 192.7 2110.3 * 1 1420 173 32. 2.7 2098.4 * 1 2240 273 29. 2.5 2098.3
1 0605 74 1252. 186.1 2110.0 * 1 1425 174 31. 2.7 2098.4 * 1 2245 274 29. 2.5 2098.3
1 0610 75 1222. 179.4 2109.7 * 1 1430 175 31. 2.7 2098.4 * 1 2250 275 29. 2.5 2098.3
1 0615 76 1191. 172.7 2109.4 * 1 1435 176 31. 2.7 2098.4 * 1 2255 276 29. 2.5 2098.3
1 0620 77 1162. 166.0 2109.1 * 1 1440 177 31. 2.6 2098.4 * 1 2300 277 29. 2.5 2098.3
1 0625 78 1132. 159.3 2108.8 * 1 1445 178 31. 2.6 2098.4 * 1 2305 278 29. 2.5 2098.3
1 0630 79 1103. 152.7 2108.5 * 1 1450 179 31. 2.6 2098.4 * 1 2310 279 29. 2.5 2098.3
1 0635 80 1072. 146.1 2108.1 * 1 1455 180 31. 2.6 2098.4 * 1 2315 280 29. 2.5 2098.3
1 0640 81 1042. 139.6 2107.8 * 1 1500 181 31. 2.6 2098.4 * 1 2320 281 29. 2.5 2098.3
1 0645 82 1012. 133.2 2107.5 * 1 1505 182 31. 2.6 2098.4 * 1 2325 282 29. 2.5 2098.3
1 0650 83 981. 126.9 2107.2 * 1 1510 183 31. 2.6 2098.4 * 1 2330 283 29. 2.5 2098.3
1 0655 84 950. 120.7 2106.9 * 1 1515 184 31. 2.6 2098.4 * 1 2335 284 29. 2.4 2098.3
1 0700 85 919. 114.7 2106.6 * 1 1520 185 31. 2.6 2098.4 * 1 2340 285 29. 2.4 2098.3
1 0705 86 889. 108.9 2106.3 * 1 1525 186 31. 2.6 2098.4 * 1 2345 286 29. 2.4 2098.3
1 0710 87 858. 103.2 2106.0 * 1 1530 187 31. 2.6 2098.4 * 1 2350 287 29. 2.4 2098.3
1 0715 88 828. 97.7 2105.7 * 1 1535 188 30. 2.6 2098.4 * 1 2355 288 29. 2.4 2098.3
1 0720 89 800. 92.4 2105.5 * 1 1540 189 30. 2.6 2098.4 * 2 0000 289 29. 2.4 2098.3
1 0725 90 770. 87.3 2105.2 * 1 1545 190 30. 2.6 2098.4 * 2 0005 290 29. 2.4 2098.3
1 0730 91 742. 82.3 2104.9 * 1 1550 191 30. 2.6 2098.4 * 2 0010 291 29. 2.4 2098.3
1 0735 92 715. 77.5 2104.7 * 1 1555 192 30. 2.6 2098.4 * 2 0015 292 29. 2.4 2098.3
1 0740 93 688. 73.0 2104.4 * 1 1600 193 30. 2.6 2098.4 * 2 0020 293 29. 2.4 2098.3
1 0745 94 662. 68.5 2104.2 * 1 1605 194 30. 2.6 2098.4 * 2 0025 294 29. 2.4 2098.3
1 0750 95 637. 64.3 2103.9 * 1 1610 195 30. 2.6 2098.4 * 2 0030 295 29. 2.4 2098.3
1 0755 96 613. 60.2 2103.7 * 1 1615 196 30. 2.6 2098.4 * 2 0035 296 29. 2.4 2098.3
1 0800 97 590. 56.3 2103.5 * 1 1620 197 30. 2.6 2098.4 * 2 0040 297 29. 2.4 2098.3
1 0805 98 568. 52.5 2103.3 * 1 1625 198 30. 2.6 2098.4 * 2 0045 298 29. 2.4 2098.3
1 0810 99 547. 48.9 2103.0 * 1 1630 199 30. 2.6 2098.4 * 2 0050 299 29. 2.4 2098.3
1 0815 100 527. 45.4 2102.8 * 1 1635 200 30. 2.6 2098.4 * 2 0055 300 29. 2.4 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1681. 4.58 967. 281. 271. 271.
(INCHES) 1.191 1.383 1.384 1.384
(AC-FT) 480. 557. 557. 557.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
240. 4.58 131. 36. 35. 35.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2112.51 4.58 2107.20 2100.81 2100.71 2100.71
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .92
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 506. 41.7 2102.6 * 1 1640 201 30. 2.5 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 483. 38.5 2102.4 * 1 1645 202 30. 2.5 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 458. 35.5 2102.2 * 1 1650 203 30. 2.5 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 435. 32.6 2102.1 * 1 1655 204 30. 2.5 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 413. 29.9 2101.9 * 1 1700 205 30. 2.5 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 383. 27.4 2101.7 * 1 1705 206 30. 2.5 2098.4
1 0030 7 1. .0 2097.9 * 1 0850 107 343. 25.1 2101.6 * 1 1710 207 30. 2.5 2098.4
1 0035 8 2. .1 2097.9 * 1 0855 108 307. 23.1 2101.4 * 1 1715 208 30. 2.5 2098.4
1 0040 9 4. .3 2098.0 * 1 0900 109 275. 21.3 2101.3 * 1 1720 209 30. 2.5 2098.4
1 0045 10 7. .6 2098.0 * 1 0905 110 247. 19.7 2101.2 * 1 1725 210 30. 2.5 2098.4
1 0050 11 12. 1.1 2098.1 * 1 0910 111 222. 18.3 2101.1 * 1 1730 211 30. 2.5 2098.4
1 0055 12 18. 1.5 2098.2 * 1 0915 112 201. 17.0 2101.0 * 1 1735 212 30. 2.5 2098.4
1 0100 13 24. 2.0 2098.3 * 1 0920 113 187. 15.9 2100.8 * 1 1740 213 30. 2.5 2098.4
1 0105 14 29. 2.5 2098.4 * 1 0925 114 175. 14.9 2100.6 * 1 1745 214 30. 2.5 2098.4
1 0110 15 34. 2.9 2098.4 * 1 0930 115 164. 13.9 2100.4 * 1 1750 215 30. 2.5 2098.4
1 0115 16 38. 3.2 2098.5 * 1 0935 116 154. 13.0 2100.3 * 1 1755 216 30. 2.5 2098.4
1 0120 17 42. 3.5 2098.5 * 1 0940 117 144. 12.2 2100.1 * 1 1800 217 30. 2.5 2098.4
1 0125 18 45. 3.8 2098.6 * 1 0945 118 135. 11.5 2100.0 * 1 1805 218 30. 2.5 2098.4
1 0130 19 48. 4.1 2098.6 * 1 0950 119 127. 10.8 2099.8 * 1 1810 219 30. 2.5 2098.4
1 0135 20 52. 4.4 2098.7 * 1 0955 120 119. 10.2 2099.7 * 1 1815 220 30. 2.5 2098.4
1 0140 21 58. 4.9 2098.8 * 1 1000 121 113. 9.6 2099.6 * 1 1820 221 30. 2.5 2098.4
1 0145 22 65. 5.5 2098.9 * 1 1005 122 106. 9.0 2099.5 * 1 1825 222 30. 2.5 2098.4
1 0150 23 74. 6.3 2099.0 * 1 1010 123 100. 8.5 2099.4 * 1 1830 223 30. 2.5 2098.4
1 0155 24 85. 7.2 2099.2 * 1 1015 124 95. 8.1 2099.4 * 1 1835 224 30. 2.5 2098.4
1 0200 25 97. 8.3 2099.4 * 1 1020 125 90. 7.6 2099.3 * 1 1840 225 30. 2.5 2098.4
1 0205 26 109. 9.3 2099.6 * 1 1025 126 85. 7.2 2099.2 * 1 1845 226 30. 2.5 2098.4
1 0210 27 121. 10.3 2099.8 * 1 1030 127 81. 6.9 2099.1 * 1 1850 227 29. 2.5 2098.4
1 0215 28 132. 11.2 2099.9 * 1 1035 128 77. 6.5 2099.1 * 1 1855 228 29. 2.5 2098.4
1 0220 29 142. 12.0 2100.1 * 1 1040 129 73. 6.2 2099.0 * 1 1900 229 29. 2.5 2098.4
1 0225 30 152. 12.9 2100.2 * 1 1045 130 70. 6.0 2099.0 * 1 1905 230 29. 2.5 2098.4
1 0230 31 163. 13.9 2100.4 * 1 1050 131 67. 5.7 2098.9 * 1 1910 231 29. 2.5 2098.4
1 0235 32 176. 14.9 2100.6 * 1 1055 132 64. 5.5 2098.9 * 1 1915 232 29. 2.5 2098.4
1 0240 33 190. 16.1 2100.8 * 1 1100 133 62. 5.2 2098.8 * 1 1920 233 29. 2.5 2098.4
1 0245 34 206. 17.4 2101.0 * 1 1105 134 59. 5.0 2098.8 * 1 1925 234 29. 2.5 2098.4
1 0250 35 228. 18.6 2101.1 * 1 1110 135 57. 4.8 2098.8 * 1 1930 235 29. 2.5 2098.4
1 0255 36 251. 19.9 2101.2 * 1 1115 136 55. 4.7 2098.7 * 1 1935 236 29. 2.5 2098.4
1 0300 37 272. 21.1 2101.3 * 1 1120 137 53. 4.5 2098.7 * 1 1940 237 29. 2.5 2098.4
1 0305 38 292. 22.2 2101.4 * 1 1125 138 51. 4.3 2098.7 * 1 1945 238 29. 2.5 2098.4
1 0310 39 313. 23.4 2101.4 * 1 1130 139 50. 4.2 2098.7 * 1 1950 239 29. 2.5 2098.3
1 0315 40 339. 24.9 2101.5 * 1 1135 140 48. 4.1 2098.6 * 1 1955 240 29. 2.5 2098.3
1 0320 41 380. 27.2 2101.7 * 1 1140 141 47. 4.0 2098.6 * 1 2000 241 29. 2.5 2098.3
1 0325 42 426. 31.5 2102.0 * 1 1145 142 45. 3.9 2098.6 * 1 2005 242 29. 2.5 2098.3
1 0330 43 491. 39.6 2102.5 * 1 1150 143 44. 3.8 2098.6 * 1 2010 243 29. 2.5 2098.3
1 0335 44 572. 53.2 2103.3 * 1 1155 144 43. 3.7 2098.6 * 1 2015 244 29. 2.5 2098.3
1 0340 45 687. 72.7 2104.4 * 1 1200 145 42. 3.6 2098.5 * 1 2020 245 29. 2.5 2098.3
1 0345 46 823. 96.7 2105.7 * 1 1205 146 41. 3.5 2098.5 * 1 2025 246 29. 2.5 2098.3
1 0350 47 961. 122.9 2107.0 * 1 1210 147 40. 3.4 2098.5 * 1 2030 247 29. 2.5 2098.3
1 0355 48 1084. 148.6 2108.3 * 1 1215 148 40. 3.4 2098.5 * 1 2035 248 29. 2.5 2098.3
1 0400 49 1189. 172.0 2109.4 * 1 1220 149 39. 3.3 2098.5 * 1 2040 249 29. 2.5 2098.3
1 0405 50 1278. 191.9 2110.3 * 1 1225 150 38. 3.2 2098.5 * 1 2045 250 29. 2.5 2098.3
1 0410 51 1347. 207.8 2111.0 * 1 1230 151 38. 3.2 2098.5 * 1 2050 251 29. 2.5 2098.3
1 0415 52 1394. 219.8 2111.6 * 1 1235 152 37. 3.1 2098.5 * 1 2055 252 29. 2.5 2098.3
1 0420 53 1413. 228.3 2112.0 * 1 1240 153 37. 3.1 2098.5 * 1 2100 253 29. 2.5 2098.3
1 0425 54 1426. 234.0 2112.2 * 1 1245 154 36. 3.1 2098.5 * 1 2105 254 29. 2.5 2098.3
1 0430 55 1529. 237.1 2112.4 * 1 1250 155 36. 3.0 2098.4 * 1 2110 255 29. 2.5 2098.3
1 0435 56 1578. 238.0 2112.4 * 1 1255 156 35. 3.0 2098.4 * 1 2115 256 29. 2.5 2098.3
1 0440 57 1568. 237.8 2112.4 * 1 1300 157 35. 3.0 2098.4 * 1 2120 257 29. 2.5 2098.3
1 0445 58 1536. 237.2 2112.4 * 1 1305 158 34. 2.9 2098.4 * 1 2125 258 29. 2.5 2098.3
1 0450 59 1504. 236.6 2112.4 * 1 1310 159 34. 2.9 2098.4 * 1 2130 259 29. 2.5 2098.3
1 0455 60 1479. 236.1 2112.3 * 1 1315 160 34. 2.9 2098.4 * 1 2135 260 29. 2.5 2098.3
1 0500 61 1463. 235.8 2112.3 * 1 1320 161 33. 2.8 2098.4 * 1 2140 261 29. 2.5 2098.3
1 0505 62 1447. 235.5 2112.3 * 1 1325 162 33. 2.8 2098.4 * 1 2145 262 29. 2.5 2098.3
1 0510 63 1428. 234.9 2112.3 * 1 1330 163 33. 2.8 2098.4 * 1 2150 263 29. 2.5 2098.3
1 0515 64 1425. 233.9 2112.2 * 1 1335 164 33. 2.8 2098.4 * 1 2155 264 29. 2.5 2098.3
1 0520 65 1421. 232.1 2112.2 * 1 1340 165 33. 2.8 2098.4 * 1 2200 265 29. 2.5 2098.3
1 0525 66 1416. 229.4 2112.0 * 1 1345 166 32. 2.8 2098.4 * 1 2205 266 29. 2.5 2098.3
1 0530 67 1408. 225.9 2111.9 * 1 1350 167 32. 2.7 2098.4 * 1 2210 267 29. 2.5 2098.3
1 0535 68 1398. 221.6 2111.7 * 1 1355 168 32. 2.7 2098.4 * 1 2215 268 29. 2.5 2098.3
1 0540 69 1387. 216.5 2111.4 * 1 1400 169 32. 2.7 2098.4 * 1 2220 269 29. 2.5 2098.3
1 0545 70 1360. 210.8 2111.2 * 1 1405 170 32. 2.7 2098.4 * 1 2225 270 29. 2.5 2098.3
1 0550 71 1334. 204.8 2110.9 * 1 1410 171 32. 2.7 2098.4 * 1 2230 271 29. 2.5 2098.3
1 0555 72 1307. 198.4 2110.6 * 1 1415 172 31. 2.7 2098.4 * 1 2235 272 29. 2.5 2098.3
1 0600 73 1278. 191.9 2110.3 * 1 1420 173 31. 2.7 2098.4 * 1 2240 273 29. 2.4 2098.3
1 0605 74 1248. 185.2 2110.0 * 1 1425 174 31. 2.7 2098.4 * 1 2245 274 29. 2.4 2098.3
1 0610 75 1218. 178.6 2109.7 * 1 1430 175 31. 2.6 2098.4 * 1 2250 275 29. 2.4 2098.3
1 0615 76 1188. 171.9 2109.4 * 1 1435 176 31. 2.6 2098.4 * 1 2255 276 29. 2.4 2098.3
1 0620 77 1158. 165.2 2109.1 * 1 1440 177 31. 2.6 2098.4 * 1 2300 277 29. 2.4 2098.3
1 0625 78 1129. 158.5 2108.7 * 1 1445 178 31. 2.6 2098.4 * 1 2305 278 29. 2.4 2098.3
1 0630 79 1099. 151.9 2108.4 * 1 1450 179 31. 2.6 2098.4 * 1 2310 279 29. 2.4 2098.3
1 0635 80 1069. 145.3 2108.1 * 1 1455 180 31. 2.6 2098.4 * 1 2315 280 29. 2.4 2098.3
1 0640 81 1039. 138.8 2107.8 * 1 1500 181 31. 2.6 2098.4 * 1 2320 281 29. 2.4 2098.3
1 0645 82 1009. 132.4 2107.5 * 1 1505 182 31. 2.6 2098.4 * 1 2325 282 29. 2.4 2098.3
1 0650 83 978. 126.2 2107.2 * 1 1510 183 31. 2.6 2098.4 * 1 2330 283 29. 2.4 2098.3
1 0655 84 946. 120.0 2106.9 * 1 1515 184 31. 2.6 2098.4 * 1 2335 284 29. 2.4 2098.3
1 0700 85 916. 114.1 2106.6 * 1 1520 185 30. 2.6 2098.4 * 1 2340 285 29. 2.4 2098.3
1 0705 86 885. 108.2 2106.3 * 1 1525 186 30. 2.6 2098.4 * 1 2345 286 29. 2.4 2098.3
1 0710 87 855. 102.6 2106.0 * 1 1530 187 30. 2.6 2098.4 * 1 2350 287 29. 2.4 2098.3
1 0715 88 825. 97.1 2105.7 * 1 1535 188 30. 2.6 2098.4 * 1 2355 288 29. 2.4 2098.3
1 0720 89 796. 91.8 2105.4 * 1 1540 189 30. 2.6 2098.4 * 2 0000 289 29. 2.4 2098.3
1 0725 90 767. 86.7 2105.1 * 1 1545 190 30. 2.6 2098.4 * 2 0005 290 29. 2.4 2098.3
1 0730 91 739. 81.8 2104.9 * 1 1550 191 30. 2.6 2098.4 * 2 0010 291 29. 2.4 2098.3
1 0735 92 712. 77.0 2104.6 * 1 1555 192 30. 2.6 2098.4 * 2 0015 292 29. 2.4 2098.3
1 0740 93 685. 72.4 2104.4 * 1 1600 193 30. 2.6 2098.4 * 2 0020 293 29. 2.4 2098.3
1 0745 94 659. 68.0 2104.1 * 1 1605 194 30. 2.6 2098.4 * 2 0025 294 29. 2.4 2098.3
1 0750 95 634. 63.8 2103.9 * 1 1610 195 30. 2.6 2098.4 * 2 0030 295 28. 2.4 2098.3
1 0755 96 610. 59.8 2103.7 * 1 1615 196 30. 2.6 2098.4 * 2 0035 296 28. 2.4 2098.3
1 0800 97 587. 55.9 2103.4 * 1 1620 197 30. 2.6 2098.4 * 2 0040 297 28. 2.4 2098.3
1 0805 98 566. 52.1 2103.2 * 1 1625 198 30. 2.5 2098.4 * 2 0045 298 28. 2.4 2098.3
1 0810 99 545. 48.5 2103.0 * 1 1630 199 30. 2.5 2098.4 * 2 0050 299 28. 2.4 2098.3
1 0815 100 525. 45.0 2102.8 * 1 1635 200 30. 2.5 2098.4 * 2 0055 300 28. 2.4 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1578. 4.58 954. 277. 267. 267.
(INCHES) 1.174 1.364 1.365 1.365
(AC-FT) 473. 549. 550. 550.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
238. 4.58 130. 36. 35. 35.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2112.43 4.58 2107.15 2100.79 2100.69 2100.69
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .91
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 504. 41.4 2102.6 * 1 1640 201 30. 2.5 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 480. 38.2 2102.4 * 1 1645 202 30. 2.5 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 456. 35.2 2102.2 * 1 1650 203 30. 2.5 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 433. 32.3 2102.0 * 1 1655 204 30. 2.5 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 411. 29.7 2101.9 * 1 1700 205 30. 2.5 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 379. 27.1 2101.7 * 1 1705 206 30. 2.5 2098.4
1 0030 7 1. .0 2097.9 * 1 0850 107 339. 24.9 2101.5 * 1 1710 207 30. 2.5 2098.4
1 0035 8 2. .1 2097.9 * 1 0855 108 304. 22.9 2101.4 * 1 1715 208 30. 2.5 2098.4
1 0040 9 4. .3 2098.0 * 1 0900 109 272. 21.1 2101.3 * 1 1720 209 30. 2.5 2098.4
1 0045 10 7. .6 2098.0 * 1 0905 110 244. 19.5 2101.2 * 1 1725 210 30. 2.5 2098.4
1 0050 11 12. 1.0 2098.1 * 1 0910 111 220. 18.2 2101.1 * 1 1730 211 30. 2.5 2098.4
1 0055 12 17. 1.5 2098.2 * 1 0915 112 199. 16.9 2101.0 * 1 1735 212 30. 2.5 2098.4
1 0100 13 23. 2.0 2098.3 * 1 0920 113 186. 15.8 2100.8 * 1 1740 213 30. 2.5 2098.4
1 0105 14 28. 2.4 2098.3 * 1 0925 114 174. 14.8 2100.6 * 1 1745 214 30. 2.5 2098.4
1 0110 15 33. 2.8 2098.4 * 1 0930 115 163. 13.8 2100.4 * 1 1750 215 30. 2.5 2098.4
1 0115 16 37. 3.1 2098.5 * 1 0935 116 153. 13.0 2100.2 * 1 1755 216 30. 2.5 2098.4
1 0120 17 40. 3.4 2098.5 * 1 0940 117 143. 12.2 2100.1 * 1 1800 217 30. 2.5 2098.4
1 0125 18 44. 3.7 2098.6 * 1 0945 118 134. 11.4 2100.0 * 1 1805 218 30. 2.5 2098.4
1 0130 19 47. 4.0 2098.6 * 1 0950 119 126. 10.7 2099.8 * 1 1810 219 30. 2.5 2098.4
1 0135 20 51. 4.3 2098.7 * 1 0955 120 119. 10.1 2099.7 * 1 1815 220 30. 2.5 2098.4
1 0140 21 56. 4.8 2098.8 * 1 1000 121 112. 9.5 2099.6 * 1 1820 221 29. 2.5 2098.4
1 0145 22 63. 5.4 2098.9 * 1 1005 122 106. 9.0 2099.5 * 1 1825 222 29. 2.5 2098.4
1 0150 23 72. 6.1 2099.0 * 1 1010 123 100. 8.5 2099.4 * 1 1830 223 29. 2.5 2098.4
1 0155 24 83. 7.0 2099.2 * 1 1015 124 94. 8.0 2099.3 * 1 1835 224 29. 2.5 2098.4
1 0200 25 95. 8.1 2099.4 * 1 1020 125 89. 7.6 2099.3 * 1 1840 225 29. 2.5 2098.4
1 0205 26 107. 9.1 2099.5 * 1 1025 126 85. 7.2 2099.2 * 1 1845 226 29. 2.5 2098.4
1 0210 27 118. 10.1 2099.7 * 1 1030 127 81. 6.8 2099.1 * 1 1850 227 29. 2.5 2098.4
1 0215 28 129. 11.0 2099.9 * 1 1035 128 77. 6.5 2099.1 * 1 1855 228 29. 2.5 2098.4
1 0220 29 139. 11.8 2100.0 * 1 1040 129 73. 6.2 2099.0 * 1 1900 229 29. 2.5 2098.4
1 0225 30 149. 12.6 2100.2 * 1 1045 130 70. 5.9 2099.0 * 1 1905 230 29. 2.5 2098.4
1 0230 31 160. 13.6 2100.4 * 1 1050 131 67. 5.7 2098.9 * 1 1910 231 29. 2.5 2098.4
1 0235 32 172. 14.6 2100.5 * 1 1055 132 64. 5.4 2098.9 * 1 1915 232 29. 2.5 2098.3
1 0240 33 186. 15.8 2100.8 * 1 1100 133 61. 5.2 2098.8 * 1 1920 233 29. 2.5 2098.3
1 0245 34 201. 17.1 2101.0 * 1 1105 134 59. 5.0 2098.8 * 1 1925 234 29. 2.5 2098.3
1 0250 35 223. 18.3 2101.1 * 1 1110 135 57. 4.8 2098.8 * 1 1930 235 29. 2.5 2098.3
1 0255 36 245. 19.6 2101.2 * 1 1115 136 55. 4.6 2098.7 * 1 1935 236 29. 2.5 2098.3
1 0300 37 266. 20.8 2101.3 * 1 1120 137 53. 4.5 2098.7 * 1 1940 237 29. 2.5 2098.3
1 0305 38 286. 21.9 2101.3 * 1 1125 138 51. 4.3 2098.7 * 1 1945 238 29. 2.5 2098.3
1 0310 39 307. 23.1 2101.4 * 1 1130 139 49. 4.2 2098.7 * 1 1950 239 29. 2.5 2098.3
1 0315 40 333. 24.5 2101.5 * 1 1135 140 48. 4.1 2098.6 * 1 1955 240 29. 2.5 2098.3
1 0320 41 373. 26.8 2101.7 * 1 1140 141 46. 4.0 2098.6 * 1 2000 241 29. 2.5 2098.3
1 0325 42 422. 31.0 2102.0 * 1 1145 142 45. 3.8 2098.6 * 1 2005 242 29. 2.5 2098.3
1 0330 43 487. 39.0 2102.5 * 1 1150 143 44. 3.7 2098.6 * 1 2010 243 29. 2.5 2098.3
1 0335 44 568. 52.5 2103.2 * 1 1155 144 43. 3.7 2098.6 * 1 2015 244 29. 2.5 2098.3
1 0340 45 681. 71.7 2104.3 * 1 1200 145 42. 3.6 2098.5 * 1 2020 245 29. 2.5 2098.3
1 0345 46 816. 95.5 2105.6 * 1 1205 146 41. 3.5 2098.5 * 1 2025 246 29. 2.5 2098.3
1 0350 47 953. 121.3 2106.9 * 1 1210 147 40. 3.4 2098.5 * 1 2030 247 29. 2.5 2098.3
1 0355 48 1076. 146.8 2108.2 * 1 1215 148 39. 3.4 2098.5 * 1 2035 248 29. 2.5 2098.3
1 0400 49 1179. 170.0 2109.3 * 1 1220 149 39. 3.3 2098.5 * 1 2040 249 29. 2.5 2098.3
1 0405 50 1268. 189.7 2110.2 * 1 1225 150 38. 3.2 2098.5 * 1 2045 250 29. 2.5 2098.3
1 0410 51 1337. 205.4 2110.9 * 1 1230 151 37. 3.2 2098.5 * 1 2050 251 29. 2.5 2098.3
1 0415 52 1389. 217.3 2111.5 * 1 1235 152 37. 3.1 2098.5 * 1 2055 252 29. 2.5 2098.3
1 0420 53 1407. 225.7 2111.9 * 1 1240 153 36. 3.1 2098.5 * 1 2100 253 29. 2.5 2098.3
1 0425 54 1420. 231.3 2112.1 * 1 1245 154 36. 3.0 2098.5 * 1 2105 254 29. 2.5 2098.3
1 0430 55 1427. 234.6 2112.3 * 1 1250 155 35. 3.0 2098.4 * 1 2110 255 29. 2.5 2098.3
1 0435 56 1483. 236.2 2112.3 * 1 1255 156 35. 3.0 2098.4 * 1 2115 256 29. 2.5 2098.3
1 0440 57 1498. 236.4 2112.4 * 1 1300 157 35. 2.9 2098.4 * 1 2120 257 29. 2.5 2098.3
1 0445 58 1483. 236.2 2112.3 * 1 1305 158 34. 2.9 2098.4 * 1 2125 258 29. 2.5 2098.3
1 0450 59 1463. 235.8 2112.3 * 1 1310 159 34. 2.9 2098.4 * 1 2130 259 29. 2.5 2098.3
1 0455 60 1447. 235.5 2112.3 * 1 1315 160 34. 2.9 2098.4 * 1 2135 260 29. 2.5 2098.3
1 0500 61 1436. 235.3 2112.3 * 1 1320 161 33. 2.8 2098.4 * 1 2140 261 29. 2.5 2098.3
1 0505 62 1428. 235.0 2112.3 * 1 1325 162 33. 2.8 2098.4 * 1 2145 262 29. 2.5 2098.3
1 0510 63 1427. 234.5 2112.3 * 1 1330 163 33. 2.8 2098.4 * 1 2150 263 29. 2.5 2098.3
1 0515 64 1424. 233.4 2112.2 * 1 1335 164 33. 2.8 2098.4 * 1 2155 264 29. 2.5 2098.3
1 0520 65 1420. 231.5 2112.1 * 1 1340 165 32. 2.8 2098.4 * 1 2200 265 29. 2.5 2098.3
1 0525 66 1414. 228.8 2112.0 * 1 1345 166 32. 2.7 2098.4 * 1 2205 266 29. 2.4 2098.3
1 0530 67 1406. 225.2 2111.8 * 1 1350 167 32. 2.7 2098.4 * 1 2210 267 29. 2.4 2098.3
1 0535 68 1397. 220.9 2111.6 * 1 1355 168 32. 2.7 2098.4 * 1 2215 268 29. 2.4 2098.3
1 0540 69 1385. 215.8 2111.4 * 1 1400 169 32. 2.7 2098.4 * 1 2220 269 29. 2.4 2098.3
1 0545 70 1357. 210.1 2111.2 * 1 1405 170 32. 2.7 2098.4 * 1 2225 270 29. 2.4 2098.3
1 0550 71 1331. 204.0 2110.9 * 1 1410 171 31. 2.7 2098.4 * 1 2230 271 29. 2.4 2098.3
1 0555 72 1304. 197.7 2110.6 * 1 1415 172 31. 2.7 2098.4 * 1 2235 272 29. 2.4 2098.3
1 0600 73 1275. 191.2 2110.3 * 1 1420 173 31. 2.7 2098.4 * 1 2240 273 29. 2.4 2098.3
1 0605 74 1245. 184.5 2110.0 * 1 1425 174 31. 2.6 2098.4 * 1 2245 274 29. 2.4 2098.3
1 0610 75 1215. 177.9 2109.7 * 1 1430 175 31. 2.6 2098.4 * 1 2250 275 29. 2.4 2098.3
1 0615 76 1185. 171.2 2109.3 * 1 1435 176 31. 2.6 2098.4 * 1 2255 276 29. 2.4 2098.3
1 0620 77 1155. 164.5 2109.0 * 1 1440 177 31. 2.6 2098.4 * 1 2300 277 29. 2.4 2098.3
1 0625 78 1126. 157.8 2108.7 * 1 1445 178 31. 2.6 2098.4 * 1 2305 278 29. 2.4 2098.3
1 0630 79 1096. 151.2 2108.4 * 1 1450 179 31. 2.6 2098.4 * 1 2310 279 29. 2.4 2098.3
1 0635 80 1066. 144.7 2108.1 * 1 1455 180 31. 2.6 2098.4 * 1 2315 280 29. 2.4 2098.3
1 0640 81 1036. 138.2 2107.8 * 1 1500 181 31. 2.6 2098.4 * 1 2320 281 29. 2.4 2098.3
1 0645 82 1006. 131.8 2107.5 * 1 1505 182 31. 2.6 2098.4 * 1 2325 282 29. 2.4 2098.3
1 0650 83 975. 125.6 2107.2 * 1 1510 183 30. 2.6 2098.4 * 1 2330 283 29. 2.4 2098.3
1 0655 84 943. 119.5 2106.9 * 1 1515 184 30. 2.6 2098.4 * 1 2335 284 29. 2.4 2098.3
1 0700 85 913. 113.5 2106.6 * 1 1520 185 30. 2.6 2098.4 * 1 2340 285 29. 2.4 2098.3
1 0705 86 882. 107.7 2106.3 * 1 1525 186 30. 2.6 2098.4 * 1 2345 286 29. 2.4 2098.3
1 0710 87 852. 102.1 2106.0 * 1 1530 187 30. 2.6 2098.4 * 1 2350 287 29. 2.4 2098.3
1 0715 88 822. 96.6 2105.7 * 1 1535 188 30. 2.6 2098.4 * 1 2355 288 28. 2.4 2098.3
1 0720 89 794. 91.3 2105.4 * 1 1540 189 30. 2.6 2098.4 * 2 0000 289 28. 2.4 2098.3
1 0725 90 765. 86.3 2105.1 * 1 1545 190 30. 2.6 2098.4 * 2 0005 290 28. 2.4 2098.3
1 0730 91 736. 81.3 2104.9 * 1 1550 191 30. 2.6 2098.4 * 2 0010 291 28. 2.4 2098.3
1 0735 92 710. 76.6 2104.6 * 1 1555 192 30. 2.6 2098.4 * 2 0015 292 28. 2.4 2098.3
1 0740 93 683. 72.0 2104.3 * 1 1600 193 30. 2.6 2098.4 * 2 0020 293 28. 2.4 2098.3
1 0745 94 657. 67.7 2104.1 * 1 1605 194 30. 2.6 2098.4 * 2 0025 294 28. 2.4 2098.3
1 0750 95 632. 63.4 2103.9 * 1 1610 195 30. 2.5 2098.4 * 2 0030 295 28. 2.4 2098.3
1 0755 96 608. 59.4 2103.6 * 1 1615 196 30. 2.5 2098.4 * 2 0035 296 28. 2.4 2098.3
1 0800 97 585. 55.5 2103.4 * 1 1620 197 30. 2.5 2098.4 * 2 0040 297 28. 2.4 2098.3
1 0805 98 564. 51.8 2103.2 * 1 1625 198 30. 2.5 2098.4 * 2 0045 298 28. 2.4 2098.3
1 0810 99 543. 48.2 2103.0 * 1 1630 199 30. 2.5 2098.4 * 2 0050 299 28. 2.4 2098.3
1 0815 100 523. 44.7 2102.8 * 1 1635 200 30. 2.5 2098.4 * 2 0055 300 28. 2.4 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1498. 4.67 944. 274. 264. 264.
(INCHES) 1.163 1.351 1.351 1.351
(AC-FT) 468. 544. 544. 544.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
236. 4.67 130. 36. 34. 34.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2112.36 4.67 2107.11 2100.78 2100.67 2100.67
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .90
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 502. 41.0 2102.6 * 1 1640 201 30. 2.5 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 478. 37.9 2102.4 * 1 1645 202 30. 2.5 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 453. 34.9 2102.2 * 1 1650 203 30. 2.5 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 430. 32.1 2102.0 * 1 1655 204 30. 2.5 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 409. 29.4 2101.9 * 1 1700 205 30. 2.5 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 375. 26.9 2101.7 * 1 1705 206 30. 2.5 2098.4
1 0030 7 0. .0 2097.9 * 1 0850 107 335. 24.7 2101.5 * 1 1710 207 30. 2.5 2098.4
1 0035 8 1. .1 2097.9 * 1 0855 108 300. 22.7 2101.4 * 1 1715 208 30. 2.5 2098.4
1 0040 9 4. .3 2098.0 * 1 0900 109 269. 20.9 2101.3 * 1 1720 209 30. 2.5 2098.4
1 0045 10 7. .6 2098.0 * 1 0905 110 241. 19.4 2101.2 * 1 1725 210 30. 2.5 2098.4
1 0050 11 12. 1.0 2098.1 * 1 0910 111 217. 18.0 2101.1 * 1 1730 211 30. 2.5 2098.4
1 0055 12 17. 1.4 2098.2 * 1 0915 112 198. 16.8 2100.9 * 1 1735 212 30. 2.5 2098.4
1 0100 13 23. 1.9 2098.2 * 1 0920 113 185. 15.7 2100.7 * 1 1740 213 30. 2.5 2098.4
1 0105 14 28. 2.4 2098.3 * 1 0925 114 173. 14.7 2100.5 * 1 1745 214 30. 2.5 2098.4
1 0110 15 32. 2.7 2098.4 * 1 0930 115 162. 13.7 2100.4 * 1 1750 215 30. 2.5 2098.4
1 0115 16 36. 3.1 2098.5 * 1 0935 116 151. 12.9 2100.2 * 1 1755 216 29. 2.5 2098.4
1 0120 17 40. 3.4 2098.5 * 1 0940 117 142. 12.1 2100.1 * 1 1800 217 29. 2.5 2098.4
1 0125 18 43. 3.6 2098.6 * 1 0945 118 133. 11.3 2099.9 * 1 1805 218 29. 2.5 2098.4
1 0130 19 46. 3.9 2098.6 * 1 0950 119 125. 10.6 2099.8 * 1 1810 219 29. 2.5 2098.4
1 0135 20 50. 4.2 2098.7 * 1 0955 120 118. 10.0 2099.7 * 1 1815 220 29. 2.5 2098.4
1 0140 21 55. 4.7 2098.7 * 1 1000 121 111. 9.4 2099.6 * 1 1820 221 29. 2.5 2098.4
1 0145 22 62. 5.3 2098.8 * 1 1005 122 105. 8.9 2099.5 * 1 1825 222 29. 2.5 2098.4
1 0150 23 71. 6.0 2099.0 * 1 1010 123 99. 8.4 2099.4 * 1 1830 223 29. 2.5 2098.4
1 0155 24 81. 6.9 2099.1 * 1 1015 124 94. 8.0 2099.3 * 1 1835 224 29. 2.5 2098.4
1 0200 25 93. 7.9 2099.3 * 1 1020 125 89. 7.5 2099.3 * 1 1840 225 29. 2.5 2098.4
1 0205 26 105. 8.9 2099.5 * 1 1025 126 84. 7.2 2099.2 * 1 1845 226 29. 2.5 2098.4
1 0210 27 117. 9.9 2099.7 * 1 1030 127 80. 6.8 2099.1 * 1 1850 227 29. 2.5 2098.3
1 0215 28 127. 10.8 2099.8 * 1 1035 128 76. 6.5 2099.1 * 1 1855 228 29. 2.5 2098.3
1 0220 29 137. 11.6 2100.0 * 1 1040 129 73. 6.2 2099.0 * 1 1900 229 29. 2.5 2098.3
1 0225 30 147. 12.5 2100.2 * 1 1045 130 69. 5.9 2099.0 * 1 1905 230 29. 2.5 2098.3
1 0230 31 158. 13.4 2100.3 * 1 1050 131 66. 5.6 2098.9 * 1 1910 231 29. 2.5 2098.3
1 0235 32 170. 14.4 2100.5 * 1 1055 132 63. 5.4 2098.9 * 1 1915 232 29. 2.5 2098.3
1 0240 33 184. 15.6 2100.7 * 1 1100 133 61. 5.2 2098.8 * 1 1920 233 29. 2.5 2098.3
1 0245 34 198. 16.8 2100.9 * 1 1105 134 59. 5.0 2098.8 * 1 1925 234 29. 2.5 2098.3
1 0250 35 219. 18.1 2101.1 * 1 1110 135 56. 4.8 2098.8 * 1 1930 235 29. 2.5 2098.3
1 0255 36 241. 19.4 2101.2 * 1 1115 136 54. 4.6 2098.7 * 1 1935 236 29. 2.5 2098.3
1 0300 37 262. 20.5 2101.2 * 1 1120 137 52. 4.5 2098.7 * 1 1940 237 29. 2.5 2098.3
1 0305 38 282. 21.7 2101.3 * 1 1125 138 51. 4.3 2098.7 * 1 1945 238 29. 2.5 2098.3
1 0310 39 303. 22.8 2101.4 * 1 1130 139 49. 4.2 2098.7 * 1 1950 239 29. 2.5 2098.3
1 0315 40 328. 24.3 2101.5 * 1 1135 140 48. 4.0 2098.6 * 1 1955 240 29. 2.5 2098.3
1 0320 41 369. 26.5 2101.7 * 1 1140 141 46. 3.9 2098.6 * 1 2000 241 29. 2.5 2098.3
1 0325 42 420. 30.7 2101.9 * 1 1145 142 45. 3.8 2098.6 * 1 2005 242 29. 2.5 2098.3
1 0330 43 484. 38.6 2102.4 * 1 1150 143 44. 3.7 2098.6 * 1 2010 243 29. 2.5 2098.3
1 0335 44 565. 51.9 2103.2 * 1 1155 144 43. 3.6 2098.6 * 1 2015 244 29. 2.5 2098.3
1 0340 45 677. 71.0 2104.3 * 1 1200 145 42. 3.6 2098.5 * 1 2020 245 29. 2.5 2098.3
1 0345 46 811. 94.5 2105.6 * 1 1205 146 41. 3.5 2098.5 * 1 2025 246 29. 2.5 2098.3
1 0350 47 947. 120.2 2106.9 * 1 1210 147 40. 3.4 2098.5 * 1 2030 247 29. 2.5 2098.3
1 0355 48 1070. 145.5 2108.1 * 1 1215 148 39. 3.3 2098.5 * 1 2035 248 29. 2.5 2098.3
1 0400 49 1173. 168.5 2109.2 * 1 1220 149 39. 3.3 2098.5 * 1 2040 249 29. 2.5 2098.3
1 0405 50 1261. 188.1 2110.1 * 1 1225 150 38. 3.2 2098.5 * 1 2045 250 29. 2.5 2098.3
1 0410 51 1330. 203.7 2110.9 * 1 1230 151 37. 3.2 2098.5 * 1 2050 251 29. 2.5 2098.3
1 0415 52 1385. 215.4 2111.4 * 1 1235 152 37. 3.1 2098.5 * 1 2055 252 29. 2.5 2098.3
1 0420 53 1403. 223.8 2111.8 * 1 1240 153 36. 3.1 2098.5 * 1 2100 253 29. 2.5 2098.3
1 0425 54 1415. 229.3 2112.0 * 1 1245 154 36. 3.0 2098.4 * 1 2105 254 29. 2.5 2098.3
1 0430 55 1423. 232.6 2112.2 * 1 1250 155 35. 3.0 2098.4 * 1 2110 255 29. 2.5 2098.3
1 0435 56 1426. 234.3 2112.3 * 1 1255 156 35. 3.0 2098.4 * 1 2115 256 29. 2.5 2098.3
1 0440 57 1428. 235.0 2112.3 * 1 1300 157 35. 2.9 2098.4 * 1 2120 257 29. 2.5 2098.3
1 0445 58 1428. 235.1 2112.3 * 1 1305 158 34. 2.9 2098.4 * 1 2125 258 29. 2.5 2098.3
1 0450 59 1428. 234.9 2112.3 * 1 1310 159 34. 2.9 2098.4 * 1 2130 259 29. 2.5 2098.3
1 0455 60 1427. 234.7 2112.3 * 1 1315 160 34. 2.9 2098.4 * 1 2135 260 29. 2.4 2098.3
1 0500 61 1427. 234.6 2112.3 * 1 1320 161 33. 2.8 2098.4 * 1 2140 261 29. 2.4 2098.3
1 0505 62 1426. 234.3 2112.3 * 1 1325 162 33. 2.8 2098.4 * 1 2145 262 29. 2.4 2098.3
1 0510 63 1425. 233.7 2112.2 * 1 1330 163 33. 2.8 2098.4 * 1 2150 263 29. 2.4 2098.3
1 0515 64 1422. 232.6 2112.2 * 1 1335 164 33. 2.8 2098.4 * 1 2155 264 29. 2.4 2098.3
1 0520 65 1418. 230.7 2112.1 * 1 1340 165 32. 2.7 2098.4 * 1 2200 265 29. 2.4 2098.3
1 0525 66 1412. 228.0 2112.0 * 1 1345 166 32. 2.7 2098.4 * 1 2205 266 29. 2.4 2098.3
1 0530 67 1404. 224.4 2111.8 * 1 1350 167 32. 2.7 2098.4 * 1 2210 267 29. 2.4 2098.3
1 0535 68 1395. 220.0 2111.6 * 1 1355 168 32. 2.7 2098.4 * 1 2215 268 29. 2.4 2098.3
1 0540 69 1383. 214.9 2111.4 * 1 1400 169 32. 2.7 2098.4 * 1 2220 269 29. 2.4 2098.3
1 0545 70 1353. 209.2 2111.1 * 1 1405 170 32. 2.7 2098.4 * 1 2225 270 29. 2.4 2098.3
1 0550 71 1328. 203.2 2110.8 * 1 1410 171 31. 2.7 2098.4 * 1 2230 271 29. 2.4 2098.3
1 0555 72 1301. 196.8 2110.5 * 1 1415 172 31. 2.7 2098.4 * 1 2235 272 29. 2.4 2098.3
1 0600 73 1271. 190.3 2110.2 * 1 1420 173 31. 2.6 2098.4 * 1 2240 273 29. 2.4 2098.3
1 0605 74 1241. 183.7 2109.9 * 1 1425 174 31. 2.6 2098.4 * 1 2245 274 29. 2.4 2098.3
1 0610 75 1211. 177.0 2109.6 * 1 1430 175 31. 2.6 2098.4 * 1 2250 275 29. 2.4 2098.3
1 0615 76 1181. 170.4 2109.3 * 1 1435 176 31. 2.6 2098.4 * 1 2255 276 29. 2.4 2098.3
1 0620 77 1152. 163.7 2109.0 * 1 1440 177 31. 2.6 2098.4 * 1 2300 277 29. 2.4 2098.3
1 0625 78 1122. 157.1 2108.7 * 1 1445 178 31. 2.6 2098.4 * 1 2305 278 29. 2.4 2098.3
1 0630 79 1093. 150.5 2108.4 * 1 1450 179 31. 2.6 2098.4 * 1 2310 279 29. 2.4 2098.3
1 0635 80 1062. 143.9 2108.0 * 1 1455 180 31. 2.6 2098.4 * 1 2315 280 29. 2.4 2098.3
1 0640 81 1032. 137.5 2107.7 * 1 1500 181 31. 2.6 2098.4 * 1 2320 281 29. 2.4 2098.3
1 0645 82 1003. 131.1 2107.4 * 1 1505 182 30. 2.6 2098.4 * 1 2325 282 28. 2.4 2098.3
1 0650 83 971. 124.9 2107.1 * 1 1510 183 30. 2.6 2098.4 * 1 2330 283 28. 2.4 2098.3
1 0655 84 940. 118.8 2106.8 * 1 1515 184 30. 2.6 2098.4 * 1 2335 284 28. 2.4 2098.3
1 0700 85 910. 112.9 2106.5 * 1 1520 185 30. 2.6 2098.4 * 1 2340 285 28. 2.4 2098.3
1 0705 86 879. 107.1 2106.2 * 1 1525 186 30. 2.6 2098.4 * 1 2345 286 28. 2.4 2098.3
1 0710 87 849. 101.5 2105.9 * 1 1530 187 30. 2.6 2098.4 * 1 2350 287 28. 2.4 2098.3
1 0715 88 819. 96.1 2105.6 * 1 1535 188 30. 2.6 2098.4 * 1 2355 288 28. 2.4 2098.3
1 0720 89 790. 90.8 2105.4 * 1 1540 189 30. 2.6 2098.4 * 2 0000 289 28. 2.4 2098.3
1 0725 90 761. 85.7 2105.1 * 1 1545 190 30. 2.6 2098.4 * 2 0005 290 28. 2.4 2098.3
1 0730 91 734. 80.8 2104.8 * 1 1550 191 30. 2.6 2098.4 * 2 0010 291 28. 2.4 2098.3
1 0735 92 707. 76.1 2104.6 * 1 1555 192 30. 2.5 2098.4 * 2 0015 292 28. 2.4 2098.3
1 0740 93 680. 71.6 2104.3 * 1 1600 193 30. 2.5 2098.4 * 2 0020 293 28. 2.4 2098.3
1 0745 94 654. 67.2 2104.1 * 1 1605 194 30. 2.5 2098.4 * 2 0025 294 28. 2.4 2098.3
1 0750 95 629. 63.0 2103.8 * 1 1610 195 30. 2.5 2098.4 * 2 0030 295 28. 2.4 2098.3
1 0755 96 606. 59.0 2103.6 * 1 1615 196 30. 2.5 2098.4 * 2 0035 296 28. 2.4 2098.3
1 0800 97 583. 55.1 2103.4 * 1 1620 197 30. 2.5 2098.4 * 2 0040 297 28. 2.4 2098.3
1 0805 98 562. 51.4 2103.2 * 1 1625 198 30. 2.5 2098.4 * 2 0045 298 28. 2.4 2098.3
1 0810 99 541. 47.8 2103.0 * 1 1630 199 30. 2.5 2098.4 * 2 0050 299 28. 2.4 2098.3
1 0815 100 521. 44.3 2102.8 * 1 1635 200 30. 2.5 2098.4 * 2 0055 300 28. 2.4 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1428. 4.75 938. 272. 262. 262.
(INCHES) 1.155 1.341 1.342 1.342
(AC-FT) 465. 540. 540. 540.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
235. 4.75 129. 35. 34. 34.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2112.30 4.75 2107.07 2100.76 2100.66 2100.66
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .89
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 493. 39.8 2102.5 * 1 1640 201 30. 2.5 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 468. 36.7 2102.3 * 1 1645 202 30. 2.5 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 445. 33.8 2102.1 * 1 1650 203 30. 2.5 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 422. 31.0 2102.0 * 1 1655 204 30. 2.5 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 401. 28.4 2101.8 * 1 1700 205 30. 2.5 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 359. 26.0 2101.6 * 1 1705 206 30. 2.5 2098.4
1 0030 7 0. .0 2097.9 * 1 0850 107 321. 23.9 2101.5 * 1 1710 207 30. 2.5 2098.4
1 0035 8 1. .1 2097.9 * 1 0855 108 288. 22.0 2101.3 * 1 1715 208 30. 2.5 2098.4
1 0040 9 3. .3 2098.0 * 1 0900 109 258. 20.3 2101.2 * 1 1720 209 29. 2.5 2098.4
1 0045 10 7. .6 2098.0 * 1 0905 110 232. 18.8 2101.1 * 1 1725 210 29. 2.5 2098.4
1 0050 11 11. .9 2098.1 * 1 0910 111 208. 17.5 2101.0 * 1 1730 211 29. 2.5 2098.4
1 0055 12 16. 1.4 2098.2 * 1 0915 112 193. 16.4 2100.9 * 1 1735 212 29. 2.5 2098.4
1 0100 13 22. 1.8 2098.2 * 1 0920 113 180. 15.3 2100.7 * 1 1740 213 29. 2.5 2098.4
1 0105 14 27. 2.3 2098.3 * 1 0925 114 168. 14.3 2100.5 * 1 1745 214 29. 2.5 2098.4
1 0110 15 31. 2.6 2098.4 * 1 0930 115 158. 13.4 2100.3 * 1 1750 215 29. 2.5 2098.4
1 0115 16 35. 3.0 2098.4 * 1 0935 116 148. 12.5 2100.2 * 1 1755 216 29. 2.5 2098.4
1 0120 17 38. 3.2 2098.5 * 1 0940 117 139. 11.8 2100.0 * 1 1800 217 29. 2.5 2098.4
1 0125 18 41. 3.5 2098.5 * 1 0945 118 130. 11.1 2099.9 * 1 1805 218 29. 2.5 2098.4
1 0130 19 44. 3.8 2098.6 * 1 0950 119 122. 10.4 2099.8 * 1 1810 219 29. 2.5 2098.3
1 0135 20 48. 4.1 2098.6 * 1 0955 120 115. 9.8 2099.7 * 1 1815 220 29. 2.5 2098.3
1 0140 21 53. 4.5 2098.7 * 1 1000 121 109. 9.2 2099.6 * 1 1820 221 29. 2.5 2098.3
1 0145 22 60. 5.1 2098.8 * 1 1005 122 102. 8.7 2099.5 * 1 1825 222 29. 2.5 2098.3
1 0150 23 69. 5.8 2099.0 * 1 1010 123 97. 8.2 2099.4 * 1 1830 223 29. 2.5 2098.3
1 0155 24 79. 6.7 2099.1 * 1 1015 124 92. 7.8 2099.3 * 1 1835 224 29. 2.5 2098.3
1 0200 25 91. 7.7 2099.3 * 1 1020 125 87. 7.4 2099.2 * 1 1840 225 29. 2.5 2098.3
1 0205 26 102. 8.7 2099.5 * 1 1025 126 82. 7.0 2099.2 * 1 1845 226 29. 2.5 2098.3
1 0210 27 114. 9.7 2099.6 * 1 1030 127 78. 6.7 2099.1 * 1 1850 227 29. 2.5 2098.3
1 0215 28 124. 10.5 2099.8 * 1 1035 128 75. 6.3 2099.0 * 1 1855 228 29. 2.5 2098.3
1 0220 29 133. 11.3 2099.9 * 1 1040 129 71. 6.1 2099.0 * 1 1900 229 29. 2.5 2098.3
1 0225 30 143. 12.2 2100.1 * 1 1045 130 68. 5.8 2098.9 * 1 1905 230 29. 2.5 2098.3
1 0230 31 154. 13.1 2100.3 * 1 1050 131 65. 5.5 2098.9 * 1 1910 231 29. 2.5 2098.3
1 0235 32 166. 14.1 2100.4 * 1 1055 132 62. 5.3 2098.9 * 1 1915 232 29. 2.5 2098.3
1 0240 33 180. 15.3 2100.7 * 1 1100 133 60. 5.1 2098.8 * 1 1920 233 29. 2.5 2098.3
1 0245 34 194. 16.5 2100.9 * 1 1105 134 58. 4.9 2098.8 * 1 1925 234 29. 2.5 2098.3
1 0250 35 212. 17.7 2101.0 * 1 1110 135 55. 4.7 2098.8 * 1 1930 235 29. 2.5 2098.3
1 0255 36 234. 19.0 2101.1 * 1 1115 136 53. 4.5 2098.7 * 1 1935 236 29. 2.5 2098.3
1 0300 37 255. 20.2 2101.2 * 1 1120 137 52. 4.4 2098.7 * 1 1940 237 29. 2.5 2098.3
1 0305 38 275. 21.3 2101.3 * 1 1125 138 50. 4.2 2098.7 * 1 1945 238 29. 2.5 2098.3
1 0310 39 296. 22.5 2101.4 * 1 1130 139 48. 4.1 2098.6 * 1 1950 239 29. 2.5 2098.3
1 0315 40 321. 23.9 2101.5 * 1 1135 140 47. 4.0 2098.6 * 1 1955 240 29. 2.5 2098.3
1 0320 41 361. 26.1 2101.6 * 1 1140 141 46. 3.9 2098.6 * 1 2000 241 29. 2.5 2098.3
1 0325 42 416. 30.2 2101.9 * 1 1145 142 44. 3.8 2098.6 * 1 2005 242 29. 2.5 2098.3
1 0330 43 478. 38.0 2102.4 * 1 1150 143 43. 3.7 2098.6 * 1 2010 243 29. 2.5 2098.3
1 0335 44 560. 51.1 2103.2 * 1 1155 144 42. 3.6 2098.5 * 1 2015 244 29. 2.5 2098.3
1 0340 45 670. 69.9 2104.2 * 1 1200 145 41. 3.5 2098.5 * 1 2020 245 29. 2.5 2098.3
1 0345 46 803. 93.1 2105.5 * 1 1205 146 40. 3.4 2098.5 * 1 2025 246 29. 2.5 2098.3
1 0350 47 938. 118.4 2106.8 * 1 1210 147 40. 3.4 2098.5 * 1 2030 247 29. 2.5 2098.3
1 0355 48 1060. 143.4 2108.0 * 1 1215 148 39. 3.3 2098.5 * 1 2035 248 29. 2.5 2098.3
1 0400 49 1162. 166.1 2109.1 * 1 1220 149 38. 3.2 2098.5 * 1 2040 249 29. 2.5 2098.3
1 0405 50 1249. 185.4 2110.0 * 1 1225 150 38. 3.2 2098.5 * 1 2045 250 29. 2.5 2098.3
1 0410 51 1318. 200.9 2110.7 * 1 1230 151 37. 3.1 2098.5 * 1 2050 251 29. 2.4 2098.3
1 0415 52 1372. 212.5 2111.3 * 1 1235 152 36. 3.1 2098.5 * 1 2055 252 29. 2.4 2098.3
1 0420 53 1397. 220.8 2111.6 * 1 1240 153 36. 3.1 2098.5 * 1 2100 253 29. 2.4 2098.3
1 0425 54 1409. 226.3 2111.9 * 1 1245 154 35. 3.0 2098.4 * 1 2105 254 29. 2.4 2098.3
1 0430 55 1416. 229.5 2112.0 * 1 1250 155 35. 3.0 2098.4 * 1 2110 255 29. 2.4 2098.3
1 0435 56 1419. 231.1 2112.1 * 1 1255 156 35. 2.9 2098.4 * 1 2115 256 29. 2.4 2098.3
1 0440 57 1421. 231.7 2112.1 * 1 1300 157 34. 2.9 2098.4 * 1 2120 257 29. 2.4 2098.3
1 0445 58 1421. 231.7 2112.1 * 1 1305 158 34. 2.9 2098.4 * 1 2125 258 29. 2.4 2098.3
1 0450 59 1420. 231.5 2112.1 * 1 1310 159 34. 2.9 2098.4 * 1 2130 259 29. 2.4 2098.3
1 0455 60 1420. 231.3 2112.1 * 1 1315 160 33. 2.8 2098.4 * 1 2135 260 29. 2.4 2098.3
1 0500 61 1419. 231.1 2112.1 * 1 1320 161 33. 2.8 2098.4 * 1 2140 261 29. 2.4 2098.3
1 0505 62 1419. 230.8 2112.1 * 1 1325 162 33. 2.8 2098.4 * 1 2145 262 29. 2.4 2098.3
1 0510 63 1417. 230.2 2112.1 * 1 1330 163 33. 2.8 2098.4 * 1 2150 263 29. 2.4 2098.3
1 0515 64 1415. 229.0 2112.0 * 1 1335 164 32. 2.8 2098.4 * 1 2155 264 29. 2.4 2098.3
1 0520 65 1410. 227.1 2111.9 * 1 1340 165 32. 2.7 2098.4 * 1 2200 265 29. 2.4 2098.3
1 0525 66 1404. 224.3 2111.8 * 1 1345 166 32. 2.7 2098.4 * 1 2205 266 29. 2.4 2098.3
1 0530 67 1396. 220.7 2111.6 * 1 1350 167 32. 2.7 2098.4 * 1 2210 267 29. 2.4 2098.3
1 0535 68 1387. 216.4 2111.4 * 1 1355 168 32. 2.7 2098.4 * 1 2215 268 29. 2.4 2098.3
1 0540 69 1362. 211.3 2111.2 * 1 1400 169 32. 2.7 2098.4 * 1 2220 269 29. 2.4 2098.3
1 0545 70 1338. 205.7 2111.0 * 1 1405 170 31. 2.7 2098.4 * 1 2225 270 29. 2.4 2098.3
1 0550 71 1313. 199.8 2110.7 * 1 1410 171 31. 2.7 2098.4 * 1 2230 271 29. 2.4 2098.3
1 0555 72 1286. 193.5 2110.4 * 1 1415 172 31. 2.6 2098.4 * 1 2235 272 29. 2.4 2098.3
1 0600 73 1257. 187.1 2110.1 * 1 1420 173 31. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3
1 0605 74 1227. 180.6 2109.8 * 1 1425 174 31. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3
1 0610 75 1197. 174.0 2109.5 * 1 1430 175 31. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3
1 0615 76 1168. 167.4 2109.2 * 1 1435 176 31. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3
1 0620 77 1139. 160.8 2108.8 * 1 1440 177 31. 2.6 2098.4 * 1 2300 277 28. 2.4 2098.3
1 0625 78 1110. 154.2 2108.5 * 1 1445 178 31. 2.6 2098.4 * 1 2305 278 28. 2.4 2098.3
1 0630 79 1080. 147.7 2108.2 * 1 1450 179 31. 2.6 2098.4 * 1 2310 279 28. 2.4 2098.3
1 0635 80 1050. 141.3 2107.9 * 1 1455 180 30. 2.6 2098.4 * 1 2315 280 28. 2.4 2098.3
1 0640 81 1020. 134.9 2107.6 * 1 1500 181 30. 2.6 2098.4 * 1 2320 281 28. 2.4 2098.3
1 0645 82 990. 128.6 2107.3 * 1 1505 182 30. 2.6 2098.4 * 1 2325 282 28. 2.4 2098.3
1 0650 83 959. 122.5 2107.0 * 1 1510 183 30. 2.6 2098.4 * 1 2330 283 28. 2.4 2098.3
1 0655 84 928. 116.5 2106.7 * 1 1515 184 30. 2.6 2098.4 * 1 2335 284 28. 2.4 2098.3
1 0700 85 898. 110.6 2106.4 * 1 1520 185 30. 2.6 2098.4 * 1 2340 285 28. 2.4 2098.3
1 0705 86 867. 104.9 2106.1 * 1 1525 186 30. 2.6 2098.4 * 1 2345 286 28. 2.4 2098.3
1 0710 87 837. 99.4 2105.8 * 1 1530 187 30. 2.6 2098.4 * 1 2350 287 28. 2.4 2098.3
1 0715 88 808. 94.0 2105.5 * 1 1535 188 30. 2.6 2098.4 * 1 2355 288 28. 2.4 2098.3
1 0720 89 779. 88.8 2105.3 * 1 1540 189 30. 2.5 2098.4 * 2 0000 289 28. 2.4 2098.3
1 0725 90 751. 83.8 2105.0 * 1 1545 190 30. 2.5 2098.4 * 2 0005 290 28. 2.4 2098.3
1 0730 91 723. 79.0 2104.7 * 1 1550 191 30. 2.5 2098.4 * 2 0010 291 28. 2.4 2098.3
1 0735 92 697. 74.4 2104.5 * 1 1555 192 30. 2.5 2098.4 * 2 0015 292 28. 2.4 2098.3
1 0740 93 670. 69.9 2104.2 * 1 1600 193 30. 2.5 2098.4 * 2 0020 293 28. 2.4 2098.3
1 0745 94 645. 65.6 2104.0 * 1 1605 194 30. 2.5 2098.4 * 2 0025 294 28. 2.4 2098.3
1 0750 95 620. 61.5 2103.8 * 1 1610 195 30. 2.5 2098.4 * 2 0030 295 28. 2.4 2098.3
1 0755 96 597. 57.5 2103.5 * 1 1615 196 30. 2.5 2098.4 * 2 0035 296 28. 2.4 2098.3
1 0800 97 575. 53.7 2103.3 * 1 1620 197 30. 2.5 2098.4 * 2 0040 297 28. 2.4 2098.3
1 0805 98 554. 50.0 2103.1 * 1 1625 198 30. 2.5 2098.4 * 2 0045 298 28. 2.4 2098.3
1 0810 99 534. 46.5 2102.9 * 1 1630 199 30. 2.5 2098.4 * 2 0050 299 28. 2.4 2098.3
1 0815 100 514. 43.1 2102.7 * 1 1635 200 30. 2.5 2098.4 * 2 0055 300 28. 2.4 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1421. 4.75 928. 269. 259. 259.
(INCHES) 1.143 1.326 1.327 1.327
(AC-FT) 460. 534. 534. 534.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
232. 4.75 127. 35. 34. 34.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2112.15 4.75 2106.96 2100.73 2100.62 2100.62
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 481. 38.3 2102.4 * 1 1640 201 30. 2.5 2098.4
1 0005 2 0. .0 2097.9 * 1 0825 102 457. 35.3 2102.2 * 1 1645 202 29. 2.5 2098.4
1 0010 3 0. .0 2097.9 * 1 0830 103 434. 32.5 2102.1 * 1 1650 203 29. 2.5 2098.4
1 0015 4 0. .0 2097.9 * 1 0835 104 412. 29.8 2101.9 * 1 1655 204 29. 2.5 2098.4
1 0020 5 0. .0 2097.9 * 1 0840 105 381. 27.2 2101.7 * 1 1700 205 29. 2.5 2098.4
1 0025 6 0. .0 2097.9 * 1 0845 106 341. 25.0 2101.6 * 1 1705 206 29. 2.5 2098.4
1 0030 7 0. .0 2097.9 * 1 0850 107 305. 23.0 2101.4 * 1 1710 207 29. 2.5 2098.4
1 0035 8 1. .1 2097.9 * 1 0855 108 273. 21.2 2101.3 * 1 1715 208 29. 2.5 2098.4
1 0040 9 3. .3 2097.9 * 1 0900 109 245. 19.6 2101.2 * 1 1720 209 29. 2.5 2098.4
1 0045 10 6. .5 2098.0 * 1 0905 110 220. 18.2 2101.1 * 1 1725 210 29. 2.5 2098.3
1 0050 11 11. .9 2098.1 * 1 0910 111 200. 17.0 2101.0 * 1 1730 211 29. 2.5 2098.3
1 0055 12 16. 1.3 2098.1 * 1 0915 112 187. 15.8 2100.8 * 1 1735 212 29. 2.5 2098.3
1 0100 13 21. 1.8 2098.2 * 1 0920 113 174. 14.8 2100.6 * 1 1740 213 29. 2.5 2098.3
1 0105 14 25. 2.2 2098.3 * 1 0925 114 163. 13.9 2100.4 * 1 1745 214 29. 2.5 2098.3
1 0110 15 30. 2.5 2098.4 * 1 0930 115 153. 13.0 2100.2 * 1 1750 215 29. 2.5 2098.3
1 0115 16 33. 2.8 2098.4 * 1 0935 116 143. 12.2 2100.1 * 1 1755 216 29. 2.5 2098.3
1 0120 17 36. 3.1 2098.5 * 1 0940 117 134. 11.4 2100.0 * 1 1800 217 29. 2.5 2098.3
1 0125 18 39. 3.3 2098.5 * 1 0945 118 126. 10.7 2099.8 * 1 1805 218 29. 2.5 2098.3
1 0130 19 42. 3.6 2098.6 * 1 0950 119 119. 10.1 2099.7 * 1 1810 219 29. 2.5 2098.3
1 0135 20 46. 3.9 2098.6 * 1 0955 120 112. 9.5 2099.6 * 1 1815 220 29. 2.5 2098.3
1 0140 21 51. 4.3 2098.7 * 1 1000 121 106. 9.0 2099.5 * 1 1820 221 29. 2.5 2098.3
1 0145 22 58. 4.9 2098.8 * 1 1005 122 100. 8.5 2099.4 * 1 1825 222 29. 2.5 2098.3
1 0150 23 66. 5.6 2098.9 * 1 1010 123 94. 8.0 2099.3 * 1 1830 223 29. 2.5 2098.3
1 0155 24 76. 6.5 2099.1 * 1 1015 124 89. 7.6 2099.3 * 1 1835 224 29. 2.5 2098.3
1 0200 25 88. 7.4 2099.2 * 1 1020 125 85. 7.2 2099.2 * 1 1840 225 29. 2.5 2098.3
1 0205 26 99. 8.4 2099.4 * 1 1025 126 80. 6.8 2099.1 * 1 1845 226 29. 2.5 2098.3
1 0210 27 110. 9.3 2099.6 * 1 1030 127 77. 6.5 2099.1 * 1 1850 227 29. 2.5 2098.3
1 0215 28 120. 10.2 2099.7 * 1 1035 128 73. 6.2 2099.0 * 1 1855 228 29. 2.5 2098.3
1 0220 29 129. 11.0 2099.9 * 1 1040 129 70. 5.9 2099.0 * 1 1900 229 29. 2.5 2098.3
1 0225 30 139. 11.8 2100.0 * 1 1045 130 67. 5.7 2098.9 * 1 1905 230 29. 2.5 2098.3
1 0230 31 150. 12.7 2100.2 * 1 1050 131 64. 5.4 2098.9 * 1 1910 231 29. 2.5 2098.3
1 0235 32 161. 13.7 2100.4 * 1 1055 132 61. 5.2 2098.8 * 1 1915 232 29. 2.5 2098.3
1 0240 33 175. 14.8 2100.6 * 1 1100 133 59. 5.0 2098.8 * 1 1920 233 29. 2.5 2098.3
1 0245 34 189. 16.0 2100.8 * 1 1105 134 56. 4.8 2098.8 * 1 1925 234 29. 2.5 2098.3
1 0250 35 204. 17.3 2101.0 * 1 1110 135 54. 4.6 2098.7 * 1 1930 235 29. 2.5 2098.3
1 0255 36 226. 18.5 2101.1 * 1 1115 136 52. 4.5 2098.7 * 1 1935 236 29. 2.5 2098.3
1 0300 37 247. 19.7 2101.2 * 1 1120 137 51. 4.3 2098.7 * 1 1940 237 29. 2.5 2098.3
1 0305 38 267. 20.8 2101.3 * 1 1125 138 49. 4.2 2098.7 * 1 1945 238 29. 2.5 2098.3
1 0310 39 288. 22.0 2101.3 * 1 1130 139 48. 4.0 2098.6 * 1 1950 239 29. 2.5 2098.3
1 0315 40 313. 23.4 2101.4 * 1 1135 140 46. 3.9 2098.6 * 1 1955 240 29. 2.5 2098.3
1 0320 41 352. 25.6 2101.6 * 1 1140 141 45. 3.8 2098.6 * 1 2000 241 29. 2.4 2098.3
1 0325 42 411. 29.6 2101.9 * 1 1145 142 44. 3.7 2098.6 * 1 2005 242 29. 2.4 2098.3
1 0330 43 472. 37.2 2102.3 * 1 1150 143 43. 3.6 2098.6 * 1 2010 243 29. 2.4 2098.3
1 0335 44 554. 50.0 2103.1 * 1 1155 144 42. 3.5 2098.5 * 1 2015 244 29. 2.4 2098.3
1 0340 45 662. 68.4 2104.1 * 1 1200 145 41. 3.5 2098.5 * 1 2020 245 29. 2.4 2098.3
1 0345 46 793. 91.3 2105.4 * 1 1205 146 40. 3.4 2098.5 * 1 2025 246 29. 2.4 2098.3
1 0350 47 926. 116.1 2106.7 * 1 1210 147 39. 3.3 2098.5 * 1 2030 247 29. 2.4 2098.3
1 0355 48 1048. 140.7 2107.9 * 1 1215 148 38. 3.3 2098.5 * 1 2035 248 29. 2.4 2098.3
1 0400 49 1149. 163.1 2109.0 * 1 1220 149 38. 3.2 2098.5 * 1 2040 249 29. 2.4 2098.3
1 0405 50 1234. 182.2 2109.9 * 1 1225 150 37. 3.2 2098.5 * 1 2045 250 29. 2.4 2098.3
1 0410 51 1303. 197.4 2110.6 * 1 1230 151 37. 3.1 2098.5 * 1 2050 251 29. 2.4 2098.3
1 0415 52 1352. 208.9 2111.1 * 1 1235 152 36. 3.1 2098.5 * 1 2055 252 29. 2.4 2098.3
1 0420 53 1388. 217.1 2111.5 * 1 1240 153 36. 3.0 2098.4 * 1 2100 253 29. 2.4 2098.3
1 0425 54 1400. 222.4 2111.7 * 1 1245 154 35. 3.0 2098.4 * 1 2105 254 29. 2.4 2098.3
1 0430 55 1407. 225.5 2111.9 * 1 1250 155 35. 3.0 2098.4 * 1 2110 255 29. 2.4 2098.3
1 0435 56 1410. 227.1 2111.9 * 1 1255 156 34. 2.9 2098.4 * 1 2115 256 29. 2.4 2098.3
1 0440 57 1412. 227.6 2112.0 * 1 1300 157 34. 2.9 2098.4 * 1 2120 257 29. 2.4 2098.3
1 0445 58 1412. 227.6 2112.0 * 1 1305 158 34. 2.9 2098.4 * 1 2125 258 29. 2.4 2098.3
1 0450 59 1411. 227.4 2111.9 * 1 1310 159 33. 2.8 2098.4 * 1 2130 259 29. 2.4 2098.3
1 0455 60 1410. 227.1 2111.9 * 1 1315 160 33. 2.8 2098.4 * 1 2135 260 29. 2.4 2098.3
1 0500 61 1410. 226.8 2111.9 * 1 1320 161 33. 2.8 2098.4 * 1 2140 261 29. 2.4 2098.3
1 0505 62 1409. 226.4 2111.9 * 1 1325 162 33. 2.8 2098.4 * 1 2145 262 28. 2.4 2098.3
1 0510 63 1407. 225.7 2111.9 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3
1 0515 64 1405. 224.5 2111.8 * 1 1335 164 32. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3
1 0520 65 1401. 222.6 2111.7 * 1 1340 165 32. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3
1 0525 66 1394. 219.8 2111.6 * 1 1345 166 32. 2.7 2098.4 * 1 2205 266 28. 2.4 2098.3
1 0530 67 1387. 216.3 2111.4 * 1 1350 167 32. 2.7 2098.4 * 1 2210 267 28. 2.4 2098.3
1 0535 68 1365. 211.9 2111.2 * 1 1355 168 31. 2.7 2098.4 * 1 2215 268 28. 2.4 2098.3
1 0540 69 1344. 207.0 2111.0 * 1 1400 169 31. 2.7 2098.4 * 1 2220 269 28. 2.4 2098.3
1 0545 70 1320. 201.5 2110.8 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3
1 0550 71 1295. 195.6 2110.5 * 1 1410 171 31. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3
1 0555 72 1267. 189.5 2110.2 * 1 1415 172 31. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3
1 0600 73 1239. 183.1 2109.9 * 1 1420 173 31. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3
1 0605 74 1209. 176.7 2109.6 * 1 1425 174 31. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3
1 0610 75 1180. 170.2 2109.3 * 1 1430 175 31. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3
1 0615 76 1152. 163.7 2109.0 * 1 1435 176 31. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3
1 0620 77 1123. 157.2 2108.7 * 1 1440 177 30. 2.6 2098.4 * 1 2300 277 28. 2.4 2098.3
1 0625 78 1094. 150.8 2108.4 * 1 1445 178 30. 2.6 2098.4 * 1 2305 278 28. 2.4 2098.3
1 0630 79 1064. 144.4 2108.1 * 1 1450 179 30. 2.6 2098.4 * 1 2310 279 28. 2.4 2098.3
1 0635 80 1035. 138.0 2107.8 * 1 1455 180 30. 2.6 2098.4 * 1 2315 280 28. 2.4 2098.3
1 0640 81 1006. 131.7 2107.5 * 1 1500 181 30. 2.6 2098.4 * 1 2320 281 28. 2.4 2098.3
1 0645 82 975. 125.6 2107.2 * 1 1505 182 30. 2.6 2098.4 * 1 2325 282 28. 2.4 2098.3
1 0650 83 944. 119.5 2106.9 * 1 1510 183 30. 2.6 2098.4 * 1 2330 283 28. 2.4 2098.3
1 0655 84 913. 113.6 2106.6 * 1 1515 184 30. 2.6 2098.4 * 1 2335 284 28. 2.4 2098.3
1 0700 85 883. 107.9 2106.3 * 1 1520 185 30. 2.5 2098.4 * 1 2340 285 28. 2.4 2098.3
1 0705 86 853. 102.3 2106.0 * 1 1525 186 30. 2.5 2098.4 * 1 2345 286 28. 2.4 2098.3
1 0710 87 823. 96.8 2105.7 * 1 1530 187 30. 2.5 2098.4 * 1 2350 287 28. 2.4 2098.3
1 0715 88 795. 91.5 2105.4 * 1 1535 188 30. 2.5 2098.4 * 1 2355 288 28. 2.4 2098.3
1 0720 89 766. 86.5 2105.1 * 1 1540 189 30. 2.5 2098.4 * 2 0000 289 28. 2.4 2098.3
1 0725 90 738. 81.5 2104.9 * 1 1545 190 30. 2.5 2098.4 * 2 0005 290 28. 2.4 2098.3
1 0730 91 711. 76.8 2104.6 * 1 1550 191 30. 2.5 2098.4 * 2 0010 291 28. 2.4 2098.3
1 0735 92 684. 72.2 2104.4 * 1 1555 192 30. 2.5 2098.4 * 2 0015 292 28. 2.4 2098.3
1 0740 93 658. 67.9 2104.1 * 1 1600 193 30. 2.5 2098.4 * 2 0020 293 28. 2.4 2098.3
1 0745 94 633. 63.6 2103.9 * 1 1605 194 30. 2.5 2098.4 * 2 0025 294 28. 2.4 2098.3
1 0750 95 609. 59.6 2103.7 * 1 1610 195 30. 2.5 2098.4 * 2 0030 295 28. 2.4 2098.3
1 0755 96 587. 55.7 2103.4 * 1 1615 196 30. 2.5 2098.4 * 2 0035 296 28. 2.4 2098.3
1 0800 97 565. 51.9 2103.2 * 1 1620 197 30. 2.5 2098.4 * 2 0040 297 28. 2.4 2098.3
1 0805 98 544. 48.3 2103.0 * 1 1625 198 30. 2.5 2098.4 * 2 0045 298 28. 2.4 2098.3
1 0810 99 524. 44.9 2102.8 * 1 1630 199 30. 2.5 2098.4 * 2 0050 299 28. 2.4 2098.3
1 0815 100 505. 41.5 2102.6 * 1 1635 200 30. 2.5 2098.4 * 2 0055 300 28. 2.4 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1412. 4.67 916. 265. 256. 256.
(INCHES) 1.127 1.307 1.308 1.308
(AC-FT) 454. 526. 527. 527.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
228. 4.67 124. 34. 33. 33.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2111.96 4.67 2106.83 2100.68 2100.58 2100.58
CUMULATIVE AREA = 7.55 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1250 KK * RAINBWDB *
* *
**************
1265 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
1266 RS STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
ITYP STOR TYPE OF INITIAL CONDITION
RSVRIC .00 INITIAL CONDITION
X .00 WORKING R AND D COEFFICIENT
1267 SV STORAGE .0 2.6 5.3 8.2 11.2 14.3 17.6 21.0 24.6 28.8
34.5 40.6 47.2 54.3 62.0 70.2 79.2 88.8 99.0 101.8
1269 SE ELEVATION 2353.90 2357.00 2359.00 2361.00 2363.00 2365.00 2367.00 2369.00 2371.00 2373.00
2375.00 2377.00 2379.00 2381.00 2383.00 2385.00 2387.00 2389.00 2390.00 2391.50
1271 SQ DISCHARGE 0. 24. 33. 40. 47. 52. 57. 62. 66. 70.
73. 77. 80. 84. 87. 90. 93. 96. 98. 3000.
***
*** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 98. TO 3000.
THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS.
THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.)
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .99
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 79. 44.5 2378.2 * 1 1640 201 30. 4.3 2358.3
1 0005 2 0. .0 2353.9 * 1 0825 102 79. 44.0 2378.0 * 1 1645 202 29. 4.1 2358.1
1 0010 3 0. .0 2353.9 * 1 0830 103 79. 43.4 2377.9 * 1 1650 203 28. 3.9 2358.0
1 0015 4 0. .0 2353.9 * 1 0835 104 78. 42.9 2377.7 * 1 1655 204 28. 3.7 2357.8
1 0020 5 0. .0 2353.9 * 1 0840 105 78. 42.4 2377.5 * 1 1700 205 27. 3.6 2357.7
1 0025 6 0. .0 2353.9 * 1 0845 106 78. 41.8 2377.4 * 1 1705 206 26. 3.4 2357.6
1 0030 7 0. .0 2354.0 * 1 0850 107 77. 41.3 2377.2 * 1 1710 207 26. 3.2 2357.4
1 0035 8 1. .1 2354.0 * 1 0855 108 77. 40.8 2377.1 * 1 1715 208 25. 3.0 2357.3
1 0040 9 2. .2 2354.2 * 1 0900 109 77. 40.2 2376.9 * 1 1720 209 25. 2.8 2357.2
1 0045 10 3. .4 2354.3 * 1 0905 110 77. 39.7 2376.7 * 1 1725 210 24. 2.7 2357.1
1 0050 11 4. .5 2354.5 * 1 0910 111 76. 39.2 2376.5 * 1 1730 211 23. 2.5 2356.9
1 0055 12 5. .6 2354.6 * 1 0915 112 76. 38.6 2376.4 * 1 1735 212 22. 2.4 2356.7
1 0100 13 6. .7 2354.7 * 1 0920 113 76. 38.1 2376.2 * 1 1740 213 20. 2.2 2356.5
1 0105 14 6. .7 2354.7 * 1 0925 114 75. 37.6 2376.0 * 1 1745 214 19. 2.1 2356.4
1 0110 15 7. .7 2354.8 * 1 0930 115 75. 37.1 2375.9 * 1 1750 215 18. 2.0 2356.2
1 0115 16 7. .7 2354.8 * 1 0935 116 75. 36.6 2375.7 * 1 1755 216 17. 1.8 2356.1
1 0120 17 7. .7 2354.8 * 1 0940 117 74. 36.1 2375.5 * 1 1800 217 16. 1.7 2356.0
1 0125 18 7. .8 2354.8 * 1 0945 118 74. 35.5 2375.4 * 1 1805 218 15. 1.6 2355.8
1 0130 19 8. .8 2354.9 * 1 0950 119 74. 35.0 2375.2 * 1 1810 219 14. 1.5 2355.7
1 0135 20 9. .9 2355.0 * 1 0955 120 74. 34.5 2375.0 * 1 1815 220 13. 1.4 2355.6
1 0140 21 10. 1.1 2355.2 * 1 1000 121 73. 34.0 2374.9 * 1 1820 221 12. 1.3 2355.5
1 0145 22 12. 1.3 2355.4 * 1 1005 122 73. 33.5 2374.7 * 1 1825 222 12. 1.3 2355.4
1 0150 23 14. 1.5 2355.7 * 1 1010 123 73. 33.0 2374.5 * 1 1830 223 11. 1.2 2355.3
1 0155 24 16. 1.7 2356.0 * 1 1015 124 72. 32.5 2374.3 * 1 1835 224 10. 1.1 2355.2
1 0200 25 18. 1.9 2356.2 * 1 1020 125 72. 32.0 2374.1 * 1 1840 225 10. 1.0 2355.1
1 0205 26 19. 2.1 2356.4 * 1 1025 126 72. 31.5 2374.0 * 1 1845 226 9. 1.0 2355.1
1 0210 27 20. 2.2 2356.5 * 1 1030 127 71. 31.0 2373.8 * 1 1850 227 8. .9 2355.0
1 0215 28 21. 2.3 2356.6 * 1 1035 128 71. 30.6 2373.6 * 1 1855 228 8. .9 2354.9
1 0220 29 22. 2.4 2356.7 * 1 1040 129 71. 30.1 2373.4 * 1 1900 229 7. .8 2354.9
1 0225 30 23. 2.5 2356.9 * 1 1045 130 70. 29.6 2373.3 * 1 1905 230 7. .8 2354.8
1 0230 31 24. 2.7 2357.1 * 1 1050 131 70. 29.1 2373.1 * 1 1910 231 7. .7 2354.8
1 0235 32 25. 3.0 2357.3 * 1 1055 132 70. 28.6 2372.9 * 1 1915 232 6. .7 2354.7
1 0240 33 26. 3.2 2357.5 * 1 1100 133 69. 28.1 2372.7 * 1 1920 233 6. .6 2354.7
1 0245 34 27. 3.5 2357.7 * 1 1105 134 69. 27.7 2372.5 * 1 1925 234 5. .6 2354.6
1 0250 35 28. 3.7 2357.8 * 1 1110 135 68. 27.2 2372.2 * 1 1930 235 5. .6 2354.6
1 0255 36 29. 4.0 2358.0 * 1 1115 136 68. 26.7 2372.0 * 1 1935 236 5. .5 2354.5
1 0300 37 29. 4.2 2358.2 * 1 1120 137 67. 26.3 2371.8 * 1 1940 237 4. .5 2354.5
1 0305 38 30. 4.5 2358.4 * 1 1125 138 67. 25.8 2371.6 * 1 1945 238 4. .5 2354.4
1 0310 39 31. 4.8 2358.6 * 1 1130 139 66. 25.3 2371.3 * 1 1950 239 4. .4 2354.4
1 0315 40 33. 5.2 2358.9 * 1 1135 140 66. 24.9 2371.1 * 1 1955 240 4. .4 2354.4
1 0320 41 35. 6.0 2359.5 * 1 1140 141 66. 24.4 2370.9 * 1 2000 241 3. .4 2354.4
1 0325 42 38. 7.4 2360.5 * 1 1145 142 65. 24.0 2370.6 * 1 2005 242 3. .4 2354.3
1 0330 43 44. 9.7 2362.0 * 1 1150 143 64. 23.5 2370.4 * 1 2010 243 3. .3 2354.3
1 0335 44 51. 13.5 2364.5 * 1 1155 144 64. 23.1 2370.1 * 1 2015 244 3. .3 2354.3
1 0340 45 59. 18.9 2367.8 * 1 1200 145 63. 22.7 2369.9 * 1 2020 245 3. .3 2354.3
1 0345 46 66. 25.3 2371.3 * 1 1205 146 63. 22.2 2369.7 * 1 2025 246 3. .3 2354.2
1 0350 47 72. 31.9 2374.1 * 1 1210 147 62. 21.8 2369.4 * 1 2030 247 2. .3 2354.2
1 0355 48 75. 37.8 2376.1 * 1 1215 148 62. 21.4 2369.2 * 1 2035 248 2. .2 2354.2
1 0400 49 78. 42.9 2377.7 * 1 1220 149 61. 20.9 2368.9 * 1 2040 249 2. .2 2354.2
1 0405 50 80. 46.9 2378.9 * 1 1225 150 61. 20.5 2368.7 * 1 2045 250 2. .2 2354.2
1 0410 51 82. 50.0 2379.8 * 1 1230 151 60. 20.1 2368.5 * 1 2050 251 2. .2 2354.1
1 0415 52 83. 52.2 2380.4 * 1 1235 152 60. 19.7 2368.2 * 1 2055 252 2. .2 2354.1
1 0420 53 83. 53.9 2380.9 * 1 1240 153 59. 19.3 2368.0 * 1 2100 253 2. .2 2354.1
1 0425 54 84. 54.9 2381.2 * 1 1245 154 59. 18.9 2367.7 * 1 2105 254 2. .2 2354.1
1 0430 55 84. 55.7 2381.4 * 1 1250 155 58. 18.5 2367.5 * 1 2110 255 1. .2 2354.1
1 0435 56 85. 56.3 2381.5 * 1 1255 156 58. 18.1 2367.3 * 1 2115 256 1. .1 2354.1
1 0440 57 85. 57.0 2381.7 * 1 1300 157 57. 17.7 2367.0 * 1 2120 257 1. .1 2354.1
1 0445 58 85. 57.6 2381.9 * 1 1305 158 57. 17.3 2366.8 * 1 2125 258 1. .1 2354.1
1 0450 59 85. 58.4 2382.1 * 1 1310 159 56. 16.9 2366.6 * 1 2130 259 1. .1 2354.0
1 0455 60 86. 59.1 2382.2 * 1 1315 160 55. 16.5 2366.3 * 1 2135 260 1. .1 2354.0
1 0500 61 86. 59.8 2382.4 * 1 1320 161 55. 16.1 2366.1 * 1 2140 261 1. .1 2354.0
1 0505 62 86. 60.5 2382.6 * 1 1325 162 54. 15.8 2365.9 * 1 2145 262 1. .1 2354.0
1 0510 63 87. 61.1 2382.8 * 1 1330 163 54. 15.4 2365.7 * 1 2150 263 1. .1 2354.0
1 0515 64 87. 61.5 2382.9 * 1 1335 164 53. 15.0 2365.4 * 1 2155 264 1. .1 2354.0
1 0520 65 87. 61.7 2382.9 * 1 1340 165 53. 14.7 2365.2 * 1 2200 265 1. .1 2354.0
1 0525 66 87. 61.8 2383.0 * 1 1345 166 52. 14.3 2365.0 * 1 2205 266 1. .1 2354.0
1 0530 67 87. 61.7 2382.9 * 1 1350 167 51. 13.9 2364.8 * 1 2210 267 1. .1 2354.0
1 0535 68 87. 61.6 2382.9 * 1 1355 168 51. 13.6 2364.5 * 1 2215 268 1. .1 2354.0
1 0540 69 87. 61.3 2382.8 * 1 1400 169 50. 13.2 2364.3 * 1 2220 269 1. .1 2354.0
1 0545 70 86. 61.0 2382.7 * 1 1405 170 50. 12.9 2364.1 * 1 2225 270 1. .1 2354.0
1 0550 71 86. 60.6 2382.6 * 1 1410 171 49. 12.6 2363.9 * 1 2230 271 1. .1 2354.0
1 0555 72 86. 60.2 2382.5 * 1 1415 172 48. 12.2 2363.7 * 1 2235 272 0. .1 2354.0
1 0600 73 86. 59.8 2382.4 * 1 1420 173 48. 11.9 2363.5 * 1 2240 273 0. .1 2354.0
1 0605 74 86. 59.3 2382.3 * 1 1425 174 47. 11.6 2363.2 * 1 2245 274 0. .0 2354.0
1 0610 75 86. 58.9 2382.2 * 1 1430 175 47. 11.2 2363.0 * 1 2250 275 0. .0 2354.0
1 0615 76 85. 58.4 2382.1 * 1 1435 176 46. 10.9 2362.8 * 1 2255 276 0. .0 2354.0
1 0620 77 85. 57.9 2381.9 * 1 1440 177 45. 10.6 2362.6 * 1 2300 277 0. .0 2353.9
1 0625 78 85. 57.4 2381.8 * 1 1445 178 45. 10.3 2362.4 * 1 2305 278 0. .0 2353.9
1 0630 79 85. 56.8 2381.7 * 1 1450 179 44. 10.0 2362.2 * 1 2310 279 0. .0 2353.9
1 0635 80 85. 56.3 2381.5 * 1 1455 180 44. 9.7 2362.0 * 1 2315 280 0. .0 2353.9
1 0640 81 84. 55.7 2381.4 * 1 1500 181 43. 9.4 2361.8 * 1 2320 281 0. .0 2353.9
1 0645 82 84. 55.2 2381.2 * 1 1505 182 42. 9.1 2361.6 * 1 2325 282 0. .0 2353.9
1 0650 83 84. 54.6 2381.1 * 1 1510 183 42. 8.8 2361.4 * 1 2330 283 0. .0 2353.9
1 0655 84 84. 54.0 2380.9 * 1 1515 184 41. 8.5 2361.2 * 1 2335 284 0. .0 2353.9
1 0700 85 83. 53.5 2380.8 * 1 1520 185 41. 8.2 2361.0 * 1 2340 285 0. .0 2353.9
1 0705 86 83. 52.9 2380.6 * 1 1525 186 40. 8.0 2360.8 * 1 2345 286 0. .0 2353.9
1 0710 87 83. 52.3 2380.4 * 1 1530 187 39. 7.7 2360.7 * 1 2350 287 0. .0 2353.9
1 0715 88 83. 51.8 2380.3 * 1 1535 188 39. 7.4 2360.5 * 1 2355 288 0. .0 2353.9
1 0720 89 82. 51.2 2380.1 * 1 1540 189 38. 7.2 2360.3 * 2 0000 289 0. .0 2353.9
1 0725 90 82. 50.6 2380.0 * 1 1545 190 37. 6.9 2360.1 * 2 0005 290 0. .0 2353.9
1 0730 91 82. 50.1 2379.8 * 1 1550 191 37. 6.6 2359.9 * 2 0010 291 0. .0 2353.9
1 0735 92 82. 49.5 2379.6 * 1 1555 192 36. 6.4 2359.8 * 2 0015 292 0. .0 2353.9
1 0740 93 81. 48.9 2379.5 * 1 1600 193 35. 6.1 2359.6 * 2 0020 293 0. .0 2353.9
1 0745 94 81. 48.4 2379.3 * 1 1605 194 35. 5.9 2359.4 * 2 0025 294 0. .0 2353.9
1 0750 95 81. 47.8 2379.2 * 1 1610 195 34. 5.7 2359.2 * 2 0030 295 0. .0 2353.9
1 0755 96 80. 47.3 2379.0 * 1 1615 196 33. 5.4 2359.1 * 2 0035 296 0. .0 2353.9
1 0800 97 80. 46.7 2378.9 * 1 1620 197 33. 5.2 2358.9 * 2 0040 297 0. .0 2353.9
1 0805 98 80. 46.2 2378.7 * 1 1625 198 32. 5.0 2358.8 * 2 0045 298 0. .0 2353.9
1 0810 99 80. 45.6 2378.5 * 1 1630 199 31. 4.8 2358.6 * 2 0050 299 0. .0 2353.9
1 0815 100 79. 45.1 2378.4 * 1 1635 200 31. 4.6 2358.4 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 87. 5.42 82. 41. 40. 40.
(INCHES) 1.080 2.170 2.170 2.170
(AC-FT) 41. 81. 81. 81.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
62. 5.42 51. 18. 18. 18.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2382.96 5.42 2379.85 2364.78 2364.38 2364.38
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .98
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 78. 43.0 2377.7 * 1 1640 201 28. 3.8 2357.9
1 0005 2 0. .0 2353.9 * 1 0825 102 78. 42.5 2377.6 * 1 1645 202 27. 3.6 2357.7
1 0010 3 0. .0 2353.9 * 1 0830 103 78. 42.0 2377.4 * 1 1650 203 27. 3.4 2357.6
1 0015 4 0. .0 2353.9 * 1 0835 104 77. 41.4 2377.2 * 1 1655 204 26. 3.2 2357.5
1 0020 5 0. .0 2353.9 * 1 0840 105 77. 40.9 2377.1 * 1 1700 205 25. 3.1 2357.3
1 0025 6 0. .0 2353.9 * 1 0845 106 77. 40.4 2376.9 * 1 1705 206 25. 2.9 2357.2
1 0030 7 0. .0 2354.0 * 1 0850 107 77. 39.8 2376.8 * 1 1710 207 24. 2.7 2357.1
1 0035 8 1. .1 2354.0 * 1 0855 108 76. 39.3 2376.6 * 1 1715 208 23. 2.6 2356.9
1 0040 9 2. .2 2354.2 * 1 0900 109 76. 38.8 2376.4 * 1 1720 209 22. 2.4 2356.8
1 0045 10 3. .3 2354.3 * 1 0905 110 76. 38.3 2376.2 * 1 1725 210 21. 2.3 2356.6
1 0050 11 4. .5 2354.5 * 1 0910 111 75. 37.7 2376.1 * 1 1730 211 19. 2.1 2356.4
1 0055 12 5. .6 2354.6 * 1 0915 112 75. 37.2 2375.9 * 1 1735 212 18. 2.0 2356.3
1 0100 13 6. .6 2354.6 * 1 0920 113 75. 36.7 2375.7 * 1 1740 213 17. 1.9 2356.1
1 0105 14 6. .7 2354.7 * 1 0925 114 74. 36.2 2375.6 * 1 1745 214 16. 1.8 2356.0
1 0110 15 6. .7 2354.7 * 1 0930 115 74. 35.7 2375.4 * 1 1750 215 15. 1.6 2355.9
1 0115 16 6. .7 2354.7 * 1 0935 116 74. 35.2 2375.2 * 1 1755 216 14. 1.5 2355.7
1 0120 17 6. .7 2354.7 * 1 0940 117 74. 34.7 2375.1 * 1 1800 217 13. 1.5 2355.6
1 0125 18 7. .7 2354.8 * 1 0945 118 73. 34.1 2374.9 * 1 1805 218 12. 1.4 2355.5
1 0130 19 7. .8 2354.9 * 1 0950 119 73. 33.6 2374.7 * 1 1810 219 12. 1.3 2355.4
1 0135 20 8. .9 2355.0 * 1 0955 120 73. 33.1 2374.5 * 1 1815 220 11. 1.2 2355.3
1 0140 21 10. 1.1 2355.2 * 1 1000 121 72. 32.6 2374.4 * 1 1820 221 10. 1.1 2355.2
1 0145 22 11. 1.2 2355.4 * 1 1005 122 72. 32.1 2374.2 * 1 1825 222 10. 1.1 2355.2
1 0150 23 13. 1.5 2355.6 * 1 1010 123 72. 31.7 2374.0 * 1 1830 223 9. 1.0 2355.1
1 0155 24 15. 1.7 2355.9 * 1 1015 124 71. 31.2 2373.8 * 1 1835 224 9. .9 2355.0
1 0200 25 17. 1.9 2356.1 * 1 1020 125 71. 30.7 2373.7 * 1 1840 225 8. .9 2354.9
1 0205 26 18. 2.0 2356.3 * 1 1025 126 71. 30.2 2373.5 * 1 1845 226 8. .8 2354.9
1 0210 27 19. 2.1 2356.4 * 1 1030 127 70. 29.7 2373.3 * 1 1850 227 7. .8 2354.8
1 0215 28 20. 2.2 2356.5 * 1 1035 128 70. 29.2 2373.1 * 1 1855 228 7. .7 2354.8
1 0220 29 21. 2.3 2356.6 * 1 1040 129 70. 28.7 2373.0 * 1 1900 229 6. .7 2354.7
1 0225 30 22. 2.4 2356.8 * 1 1045 130 69. 28.3 2372.7 * 1 1905 230 6. .6 2354.7
1 0230 31 24. 2.6 2357.0 * 1 1050 131 69. 27.8 2372.5 * 1 1910 231 5. .6 2354.6
1 0235 32 25. 2.9 2357.2 * 1 1055 132 68. 27.3 2372.3 * 1 1915 232 5. .6 2354.6
1 0240 33 26. 3.1 2357.4 * 1 1100 133 68. 26.8 2372.1 * 1 1920 233 5. .5 2354.5
1 0245 34 26. 3.4 2357.6 * 1 1105 134 67. 26.4 2371.8 * 1 1925 234 5. .5 2354.5
1 0250 35 27. 3.6 2357.8 * 1 1110 135 67. 25.9 2371.6 * 1 1930 235 4. .5 2354.5
1 0255 36 28. 3.9 2357.9 * 1 1115 136 67. 25.5 2371.4 * 1 1935 236 4. .4 2354.4
1 0300 37 29. 4.1 2358.1 * 1 1120 137 66. 25.0 2371.2 * 1 1940 237 4. .4 2354.4
1 0305 38 30. 4.3 2358.3 * 1 1125 138 66. 24.5 2371.0 * 1 1945 238 4. .4 2354.4
1 0310 39 31. 4.6 2358.5 * 1 1130 139 65. 24.1 2370.7 * 1 1950 239 3. .4 2354.3
1 0315 40 32. 5.0 2358.8 * 1 1135 140 65. 23.6 2370.5 * 1 1955 240 3. .3 2354.3
1 0320 41 34. 5.8 2359.4 * 1 1140 141 64. 23.2 2370.2 * 1 2000 241 3. .3 2354.3
1 0325 42 38. 7.2 2360.3 * 1 1145 142 64. 22.8 2370.0 * 1 2005 242 3. .3 2354.3
1 0330 43 43. 9.4 2361.8 * 1 1150 143 63. 22.3 2369.7 * 1 2010 243 3. .3 2354.2
1 0335 44 50. 13.1 2364.2 * 1 1155 144 63. 21.9 2369.5 * 1 2015 244 2. .3 2354.2
1 0340 45 58. 18.4 2367.5 * 1 1200 145 62. 21.5 2369.2 * 1 2020 245 2. .2 2354.2
1 0345 46 66. 24.6 2371.0 * 1 1205 146 62. 21.0 2369.0 * 1 2025 246 2. .2 2354.2
1 0350 47 71. 31.0 2373.8 * 1 1210 147 61. 20.6 2368.8 * 1 2030 247 2. .2 2354.2
1 0355 48 75. 36.9 2375.8 * 1 1215 148 60. 20.2 2368.5 * 1 2035 248 2. .2 2354.1
1 0400 49 78. 41.8 2377.4 * 1 1220 149 60. 19.8 2368.3 * 1 2040 249 2. .2 2354.1
1 0405 50 80. 45.7 2378.5 * 1 1225 150 59. 19.4 2368.0 * 1 2045 250 2. .2 2354.1
1 0410 51 81. 48.7 2379.4 * 1 1230 151 59. 19.0 2367.8 * 1 2050 251 2. .2 2354.1
1 0415 52 82. 50.9 2380.0 * 1 1235 152 58. 18.6 2367.6 * 1 2055 252 1. .2 2354.1
1 0420 53 83. 52.5 2380.5 * 1 1240 153 58. 18.2 2367.3 * 1 2100 253 1. .2 2354.1
1 0425 54 83. 53.5 2380.8 * 1 1245 154 57. 17.8 2367.1 * 1 2105 254 1. .1 2354.1
1 0430 55 84. 54.3 2381.0 * 1 1250 155 57. 17.4 2366.9 * 1 2110 255 1. .1 2354.1
1 0435 56 84. 54.9 2381.1 * 1 1255 156 56. 17.0 2366.6 * 1 2115 256 1. .1 2354.0
1 0440 57 84. 55.5 2381.3 * 1 1300 157 56. 16.6 2366.4 * 1 2120 257 1. .1 2354.0
1 0445 58 84. 56.1 2381.5 * 1 1305 158 55. 16.2 2366.2 * 1 2125 258 1. .1 2354.0
1 0450 59 85. 56.8 2381.7 * 1 1310 159 54. 15.8 2365.9 * 1 2130 259 1. .1 2354.0
1 0455 60 85. 57.6 2381.8 * 1 1315 160 54. 15.5 2365.7 * 1 2135 260 1. .1 2354.0
1 0500 61 85. 58.3 2382.0 * 1 1320 161 53. 15.1 2365.5 * 1 2140 261 1. .1 2354.0
1 0505 62 86. 59.0 2382.2 * 1 1325 162 53. 14.7 2365.3 * 1 2145 262 1. .1 2354.0
1 0510 63 86. 59.5 2382.4 * 1 1330 163 52. 14.4 2365.0 * 1 2150 263 1. .1 2354.0
1 0515 64 86. 59.9 2382.5 * 1 1335 164 52. 14.0 2364.8 * 1 2155 264 1. .1 2354.0
1 0520 65 86. 60.1 2382.5 * 1 1340 165 51. 13.7 2364.6 * 1 2200 265 1. .1 2354.0
1 0525 66 86. 60.2 2382.5 * 1 1345 166 50. 13.3 2364.4 * 1 2205 266 1. .1 2354.0
1 0530 67 86. 60.1 2382.5 * 1 1350 167 50. 13.0 2364.2 * 1 2210 267 1. .1 2354.0
1 0535 68 86. 59.9 2382.5 * 1 1355 168 49. 12.6 2363.9 * 1 2215 268 1. .1 2354.0
1 0540 69 86. 59.7 2382.4 * 1 1400 169 49. 12.3 2363.7 * 1 2220 269 1. .1 2354.0
1 0545 70 86. 59.3 2382.3 * 1 1405 170 48. 12.0 2363.5 * 1 2225 270 0. .1 2354.0
1 0550 71 86. 59.0 2382.2 * 1 1410 171 47. 11.6 2363.3 * 1 2230 271 0. .0 2354.0
1 0555 72 85. 58.6 2382.1 * 1 1415 172 47. 11.3 2363.1 * 1 2235 272 0. .0 2354.0
1 0600 73 85. 58.2 2382.0 * 1 1420 173 46. 11.0 2362.9 * 1 2240 273 0. .0 2354.0
1 0605 74 85. 57.7 2381.9 * 1 1425 174 46. 10.7 2362.7 * 1 2245 274 0. .0 2353.9
1 0610 75 85. 57.3 2381.8 * 1 1430 175 45. 10.4 2362.5 * 1 2250 275 0. .0 2353.9
1 0615 76 85. 56.8 2381.6 * 1 1435 176 44. 10.1 2362.3 * 1 2255 276 0. .0 2353.9
1 0620 77 85. 56.3 2381.5 * 1 1440 177 44. 9.8 2362.1 * 1 2300 277 0. .0 2353.9
1 0625 78 84. 55.8 2381.4 * 1 1445 178 43. 9.5 2361.9 * 1 2305 278 0. .0 2353.9
1 0630 79 84. 55.2 2381.2 * 1 1450 179 43. 9.2 2361.7 * 1 2310 279 0. .0 2353.9
1 0635 80 84. 54.7 2381.1 * 1 1455 180 42. 8.9 2361.5 * 1 2315 280 0. .0 2353.9
1 0640 81 84. 54.1 2380.9 * 1 1500 181 41. 8.6 2361.3 * 1 2320 281 0. .0 2353.9
1 0645 82 83. 53.6 2380.8 * 1 1505 182 41. 8.3 2361.1 * 1 2325 282 0. .0 2353.9
1 0650 83 83. 53.0 2380.6 * 1 1510 183 40. 8.0 2360.9 * 1 2330 283 0. .0 2353.9
1 0655 84 83. 52.4 2380.5 * 1 1515 184 39. 7.7 2360.7 * 1 2335 284 0. .0 2353.9
1 0700 85 83. 51.9 2380.3 * 1 1520 185 39. 7.5 2360.5 * 1 2340 285 0. .0 2353.9
1 0705 86 82. 51.3 2380.2 * 1 1525 186 38. 7.2 2360.3 * 1 2345 286 0. .0 2353.9
1 0710 87 82. 50.8 2380.0 * 1 1530 187 37. 7.0 2360.1 * 1 2350 287 0. .0 2353.9
1 0715 88 82. 50.2 2379.8 * 1 1535 188 37. 6.7 2360.0 * 1 2355 288 0. .0 2353.9
1 0720 89 82. 49.6 2379.7 * 1 1540 189 36. 6.4 2359.8 * 2 0000 289 0. .0 2353.9
1 0725 90 81. 49.1 2379.5 * 1 1545 190 35. 6.2 2359.6 * 2 0005 290 0. .0 2353.9
1 0730 91 81. 48.5 2379.4 * 1 1550 191 35. 6.0 2359.5 * 2 0010 291 0. .0 2353.9
1 0735 92 81. 48.0 2379.2 * 1 1555 192 34. 5.7 2359.3 * 2 0015 292 0. .0 2353.9
1 0740 93 81. 47.4 2379.1 * 1 1600 193 34. 5.5 2359.1 * 2 0020 293 0. .0 2353.9
1 0745 94 80. 46.8 2378.9 * 1 1605 194 33. 5.3 2359.0 * 2 0025 294 0. .0 2353.9
1 0750 95 80. 46.3 2378.7 * 1 1610 195 32. 5.0 2358.8 * 2 0030 295 0. .0 2353.9
1 0755 96 80. 45.7 2378.6 * 1 1615 196 31. 4.8 2358.6 * 2 0035 296 0. .0 2353.9
1 0800 97 79. 45.2 2378.4 * 1 1620 197 31. 4.6 2358.5 * 2 0040 297 0. .0 2353.9
1 0805 98 79. 44.7 2378.2 * 1 1625 198 30. 4.4 2358.3 * 2 0045 298 0. .0 2353.9
1 0810 99 79. 44.1 2378.1 * 1 1630 199 29. 4.2 2358.2 * 2 0050 299 0. .0 2353.9
1 0815 100 79. 43.6 2377.9 * 1 1635 200 29. 4.0 2358.0 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 86. 5.42 81. 40. 39. 39.
(INCHES) 1.070 2.120 2.120 2.120
(AC-FT) 40. 80. 80. 80.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
60. 5.42 49. 18. 17. 17.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2382.53 5.42 2379.42 2364.46 2364.07 2364.07
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .95
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 77. 40.5 2377.0 * 1 1640 201 25. 2.9 2357.3
1 0005 2 0. .0 2353.9 * 1 0825 102 77. 40.0 2376.8 * 1 1645 202 24. 2.8 2357.1
1 0010 3 0. .0 2353.9 * 1 0830 103 76. 39.5 2376.6 * 1 1650 203 24. 2.6 2357.0
1 0015 4 0. .0 2353.9 * 1 0835 104 76. 39.0 2376.5 * 1 1655 204 22. 2.5 2356.8
1 0020 5 0. .0 2353.9 * 1 0840 105 76. 38.4 2376.3 * 1 1700 205 21. 2.3 2356.6
1 0025 6 0. .0 2353.9 * 1 0845 106 75. 37.9 2376.1 * 1 1705 206 20. 2.2 2356.5
1 0030 7 0. .0 2353.9 * 1 0850 107 75. 37.4 2376.0 * 1 1710 207 19. 2.0 2356.3
1 0035 8 1. .1 2354.0 * 1 0855 108 75. 36.9 2375.8 * 1 1715 208 17. 1.9 2356.2
1 0040 9 2. .2 2354.1 * 1 0900 109 75. 36.4 2375.6 * 1 1720 209 16. 1.8 2356.0
1 0045 10 3. .3 2354.3 * 1 0905 110 74. 35.9 2375.5 * 1 1725 210 15. 1.7 2355.9
1 0050 11 4. .4 2354.4 * 1 0910 111 74. 35.3 2375.3 * 1 1730 211 14. 1.6 2355.8
1 0055 12 5. .5 2354.5 * 1 0915 112 74. 34.8 2375.1 * 1 1735 212 14. 1.5 2355.7
1 0100 13 5. .6 2354.6 * 1 0920 113 73. 34.3 2375.0 * 1 1740 213 13. 1.4 2355.6
1 0105 14 5. .6 2354.6 * 1 0925 114 73. 33.8 2374.8 * 1 1745 214 12. 1.3 2355.5
1 0110 15 6. .6 2354.6 * 1 0930 115 73. 33.3 2374.6 * 1 1750 215 11. 1.2 2355.4
1 0115 16 6. .6 2354.6 * 1 0935 116 72. 32.8 2374.4 * 1 1755 216 11. 1.2 2355.3
1 0120 17 6. .6 2354.7 * 1 0940 117 72. 32.3 2374.2 * 1 1800 217 10. 1.1 2355.2
1 0125 18 6. .7 2354.7 * 1 0945 118 72. 31.8 2374.1 * 1 1805 218 9. 1.0 2355.1
1 0130 19 7. .7 2354.8 * 1 0950 119 71. 31.3 2373.9 * 1 1810 219 9. 1.0 2355.0
1 0135 20 8. .8 2354.9 * 1 0955 120 71. 30.8 2373.7 * 1 1815 220 8. .9 2355.0
1 0140 21 9. 1.0 2355.1 * 1 1000 121 71. 30.4 2373.5 * 1 1820 221 8. .8 2354.9
1 0145 22 11. 1.2 2355.3 * 1 1005 122 70. 29.9 2373.4 * 1 1825 222 7. .8 2354.8
1 0150 23 12. 1.4 2355.5 * 1 1010 123 70. 29.4 2373.2 * 1 1830 223 7. .7 2354.8
1 0155 24 14. 1.6 2355.8 * 1 1015 124 70. 28.9 2373.0 * 1 1835 224 6. .7 2354.7
1 0200 25 16. 1.8 2356.0 * 1 1020 125 69. 28.4 2372.8 * 1 1840 225 6. .7 2354.7
1 0205 26 17. 1.9 2356.2 * 1 1025 126 69. 28.0 2372.6 * 1 1845 226 6. .6 2354.6
1 0210 27 18. 2.0 2356.3 * 1 1030 127 68. 27.5 2372.4 * 1 1850 227 5. .6 2354.6
1 0215 28 19. 2.1 2356.3 * 1 1035 128 68. 27.0 2372.1 * 1 1855 228 5. .5 2354.5
1 0220 29 20. 2.1 2356.5 * 1 1040 129 68. 26.5 2371.9 * 1 1900 229 5. .5 2354.5
1 0225 30 21. 2.3 2356.6 * 1 1045 130 67. 26.1 2371.7 * 1 1905 230 4. .5 2354.5
1 0230 31 23. 2.5 2356.9 * 1 1050 131 67. 25.6 2371.5 * 1 1910 231 4. .4 2354.4
1 0235 32 24. 2.7 2357.1 * 1 1055 132 66. 25.2 2371.3 * 1 1915 232 4. .4 2354.4
1 0240 33 25. 2.9 2357.3 * 1 1100 133 66. 24.7 2371.0 * 1 1920 233 4. .4 2354.4
1 0245 34 26. 3.2 2357.4 * 1 1105 134 65. 24.3 2370.8 * 1 1925 234 3. .4 2354.3
1 0250 35 27. 3.4 2357.6 * 1 1110 135 65. 23.8 2370.5 * 1 1930 235 3. .3 2354.3
1 0255 36 27. 3.6 2357.8 * 1 1115 136 64. 23.4 2370.3 * 1 1935 236 3. .3 2354.3
1 0300 37 28. 3.9 2357.9 * 1 1120 137 64. 22.9 2370.0 * 1 1940 237 3. .3 2354.3
1 0305 38 29. 4.1 2358.1 * 1 1125 138 63. 22.5 2369.8 * 1 1945 238 3. .3 2354.2
1 0310 39 30. 4.3 2358.3 * 1 1130 139 63. 22.0 2369.6 * 1 1950 239 2. .3 2354.2
1 0315 40 31. 4.8 2358.6 * 1 1135 140 62. 21.6 2369.3 * 1 1955 240 2. .3 2354.2
1 0320 41 34. 5.5 2359.1 * 1 1140 141 62. 21.2 2369.1 * 1 2000 241 2. .2 2354.2
1 0325 42 37. 6.8 2360.0 * 1 1145 142 61. 20.8 2368.8 * 1 2005 242 2. .2 2354.2
1 0330 43 42. 8.9 2361.5 * 1 1150 143 61. 20.3 2368.6 * 1 2010 243 2. .2 2354.2
1 0335 44 49. 12.4 2363.8 * 1 1155 144 60. 19.9 2368.4 * 1 2015 244 2. .2 2354.1
1 0340 45 57. 17.5 2367.0 * 1 1200 145 60. 19.5 2368.1 * 1 2020 245 2. .2 2354.1
1 0345 46 64. 23.5 2370.4 * 1 1205 146 59. 19.1 2367.9 * 1 2025 246 2. .2 2354.1
1 0350 47 70. 29.6 2373.3 * 1 1210 147 58. 18.7 2367.6 * 1 2030 247 1. .2 2354.1
1 0355 48 74. 35.2 2375.3 * 1 1215 148 58. 18.3 2367.4 * 1 2035 248 1. .2 2354.1
1 0400 49 77. 40.0 2376.8 * 1 1220 149 57. 17.9 2367.2 * 1 2040 249 1. .1 2354.1
1 0405 50 79. 43.7 2377.9 * 1 1225 150 57. 17.5 2367.0 * 1 2045 250 1. .1 2354.1
1 0410 51 80. 46.6 2378.8 * 1 1230 151 56. 17.1 2366.7 * 1 2050 251 1. .1 2354.1
1 0415 52 81. 48.7 2379.4 * 1 1235 152 56. 16.7 2366.5 * 1 2055 252 1. .1 2354.0
1 0420 53 82. 50.2 2379.8 * 1 1240 153 55. 16.4 2366.2 * 1 2100 253 1. .1 2354.0
1 0425 54 82. 51.2 2380.1 * 1 1245 154 55. 16.0 2366.0 * 1 2105 254 1. .1 2354.0
1 0430 55 83. 51.9 2380.3 * 1 1250 155 54. 15.6 2365.8 * 1 2110 255 1. .1 2354.0
1 0435 56 83. 52.4 2380.5 * 1 1255 156 53. 15.2 2365.6 * 1 2115 256 1. .1 2354.0
1 0440 57 83. 53.0 2380.6 * 1 1300 157 53. 14.9 2365.3 * 1 2120 257 1. .1 2354.0
1 0445 58 83. 53.7 2380.8 * 1 1305 158 52. 14.5 2365.1 * 1 2125 258 1. .1 2354.0
1 0450 59 84. 54.3 2381.0 * 1 1310 159 52. 14.2 2364.9 * 1 2130 259 1. .1 2354.0
1 0455 60 84. 55.0 2381.2 * 1 1315 160 51. 13.8 2364.7 * 1 2135 260 1. .1 2354.0
1 0500 61 84. 55.7 2381.4 * 1 1320 161 51. 13.4 2364.4 * 1 2140 261 1. .1 2354.0
1 0505 62 85. 56.3 2381.5 * 1 1325 162 50. 13.1 2364.2 * 1 2145 262 1. .1 2354.0
1 0510 63 85. 56.9 2381.7 * 1 1330 163 49. 12.8 2364.0 * 1 2150 263 1. .1 2354.0
1 0515 64 85. 57.2 2381.8 * 1 1335 164 49. 12.4 2363.8 * 1 2155 264 1. .1 2354.0
1 0520 65 85. 57.5 2381.8 * 1 1340 165 48. 12.1 2363.6 * 1 2200 265 0. .1 2354.0
1 0525 66 85. 57.5 2381.8 * 1 1345 166 48. 11.8 2363.4 * 1 2205 266 0. .0 2354.0
1 0530 67 85. 57.4 2381.8 * 1 1350 167 47. 11.4 2363.2 * 1 2210 267 0. .0 2354.0
1 0535 68 85. 57.2 2381.8 * 1 1355 168 47. 11.1 2363.0 * 1 2215 268 0. .0 2354.0
1 0540 69 85. 57.0 2381.7 * 1 1400 169 46. 10.8 2362.7 * 1 2220 269 0. .0 2353.9
1 0545 70 85. 56.6 2381.6 * 1 1405 170 45. 10.5 2362.5 * 1 2225 270 0. .0 2353.9
1 0550 71 85. 56.3 2381.5 * 1 1410 171 45. 10.2 2362.3 * 1 2230 271 0. .0 2353.9
1 0555 72 84. 55.9 2381.4 * 1 1415 172 44. 9.9 2362.1 * 1 2235 272 0. .0 2353.9
1 0600 73 84. 55.5 2381.3 * 1 1420 173 43. 9.6 2361.9 * 1 2240 273 0. .0 2353.9
1 0605 74 84. 55.0 2381.2 * 1 1425 174 43. 9.3 2361.7 * 1 2245 274 0. .0 2353.9
1 0610 75 84. 54.6 2381.1 * 1 1430 175 42. 9.0 2361.5 * 1 2250 275 0. .0 2353.9
1 0615 76 84. 54.1 2380.9 * 1 1435 176 42. 8.7 2361.3 * 1 2255 276 0. .0 2353.9
1 0620 77 83. 53.6 2380.8 * 1 1440 177 41. 8.4 2361.2 * 1 2300 277 0. .0 2353.9
1 0625 78 83. 53.1 2380.7 * 1 1445 178 40. 8.1 2361.0 * 1 2305 278 0. .0 2353.9
1 0630 79 83. 52.6 2380.5 * 1 1450 179 40. 7.8 2360.8 * 1 2310 279 0. .0 2353.9
1 0635 80 83. 52.0 2380.4 * 1 1455 180 39. 7.6 2360.6 * 1 2315 280 0. .0 2353.9
1 0640 81 82. 51.5 2380.2 * 1 1500 181 38. 7.3 2360.4 * 1 2320 281 0. .0 2353.9
1 0645 82 82. 50.9 2380.0 * 1 1505 182 38. 7.0 2360.2 * 1 2325 282 0. .0 2353.9
1 0650 83 82. 50.4 2379.9 * 1 1510 183 37. 6.8 2360.0 * 1 2330 283 0. .0 2353.9
1 0655 84 82. 49.8 2379.7 * 1 1515 184 36. 6.5 2359.9 * 1 2335 284 0. .0 2353.9
1 0700 85 81. 49.3 2379.6 * 1 1520 185 36. 6.3 2359.7 * 1 2340 285 0. .0 2353.9
1 0705 86 81. 48.7 2379.4 * 1 1525 186 35. 6.0 2359.5 * 1 2345 286 0. .0 2353.9
1 0710 87 81. 48.2 2379.3 * 1 1530 187 34. 5.8 2359.3 * 1 2350 287 0. .0 2353.9
1 0715 88 81. 47.6 2379.1 * 1 1535 188 34. 5.6 2359.2 * 1 2355 288 0. .0 2353.9
1 0720 89 80. 47.0 2378.9 * 1 1540 189 33. 5.3 2359.0 * 2 0000 289 0. .0 2353.9
1 0725 90 80. 46.5 2378.8 * 1 1545 190 32. 5.1 2358.9 * 2 0005 290 0. .0 2353.9
1 0730 91 80. 45.9 2378.6 * 1 1550 191 32. 4.9 2358.7 * 2 0010 291 0. .0 2353.9
1 0735 92 80. 45.4 2378.5 * 1 1555 192 31. 4.7 2358.5 * 2 0015 292 0. .0 2353.9
1 0740 93 79. 44.8 2378.3 * 1 1600 193 30. 4.5 2358.4 * 2 0020 293 0. .0 2353.9
1 0745 94 79. 44.3 2378.1 * 1 1605 194 30. 4.3 2358.2 * 2 0025 294 0. .0 2353.9
1 0750 95 79. 43.8 2378.0 * 1 1610 195 29. 4.1 2358.1 * 2 0030 295 0. .0 2353.9
1 0755 96 78. 43.2 2377.8 * 1 1615 196 28. 3.9 2357.9 * 2 0035 296 0. .0 2353.9
1 0800 97 78. 42.7 2377.6 * 1 1620 197 27. 3.7 2357.8 * 2 0040 297 0. .0 2353.9
1 0805 98 78. 42.1 2377.5 * 1 1625 198 27. 3.5 2357.7 * 2 0045 298 0. .0 2353.9
1 0810 99 78. 41.6 2377.3 * 1 1630 199 26. 3.3 2357.5 * 2 0050 299 0. .0 2353.9
1 0815 100 77. 41.1 2377.1 * 1 1635 200 26. 3.1 2357.4 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 85. 5.42 80. 39. 37. 37.
(INCHES) 1.054 2.037 2.037 2.037
(AC-FT) 40. 76. 76. 76.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
58. 5.42 47. 17. 16. 16.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2381.83 5.42 2378.69 2363.93 2363.56 2363.56
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .93
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 76. 38.1 2376.2 * 1 1640 201 20. 2.2 2356.5
1 0005 2 0. .0 2353.9 * 1 0825 102 75. 37.6 2376.0 * 1 1645 202 19. 2.1 2356.4
1 0010 3 0. .0 2353.9 * 1 0830 103 75. 37.0 2375.8 * 1 1650 203 18. 1.9 2356.2
1 0015 4 0. .0 2353.9 * 1 0835 104 75. 36.5 2375.7 * 1 1655 204 17. 1.8 2356.1
1 0020 5 0. .0 2353.9 * 1 0840 105 74. 36.0 2375.5 * 1 1700 205 16. 1.7 2355.9
1 0025 6 0. .0 2353.9 * 1 0845 106 74. 35.5 2375.3 * 1 1705 206 15. 1.6 2355.8
1 0030 7 0. .0 2353.9 * 1 0850 107 74. 35.0 2375.2 * 1 1710 207 14. 1.5 2355.7
1 0035 8 1. .1 2354.0 * 1 0855 108 73. 34.5 2375.0 * 1 1715 208 13. 1.4 2355.6
1 0040 9 2. .2 2354.1 * 1 0900 109 73. 34.0 2374.8 * 1 1720 209 12. 1.3 2355.5
1 0045 10 2. .3 2354.2 * 1 0905 110 73. 33.5 2374.7 * 1 1725 210 11. 1.3 2355.4
1 0050 11 3. .4 2354.3 * 1 0910 111 72. 33.0 2374.5 * 1 1730 211 11. 1.2 2355.3
1 0055 12 4. .5 2354.4 * 1 0915 112 72. 32.5 2374.3 * 1 1735 212 10. 1.1 2355.2
1 0100 13 5. .5 2354.5 * 1 0920 113 72. 32.0 2374.1 * 1 1740 213 9. 1.0 2355.1
1 0105 14 5. .5 2354.5 * 1 0925 114 72. 31.5 2374.0 * 1 1745 214 9. 1.0 2355.1
1 0110 15 5. .6 2354.6 * 1 0930 115 71. 31.0 2373.8 * 1 1750 215 8. .9 2355.0
1 0115 16 5. .6 2354.6 * 1 0935 116 71. 30.5 2373.6 * 1 1755 216 8. .9 2354.9
1 0120 17 5. .6 2354.6 * 1 0940 117 71. 30.0 2373.4 * 1 1800 217 7. .8 2354.9
1 0125 18 6. .6 2354.6 * 1 0945 118 70. 29.5 2373.3 * 1 1805 218 7. .8 2354.8
1 0130 19 6. .7 2354.7 * 1 0950 119 70. 29.1 2373.1 * 1 1810 219 7. .7 2354.7
1 0135 20 7. .8 2354.8 * 1 0955 120 70. 28.6 2372.9 * 1 1815 220 6. .7 2354.7
1 0140 21 8. .9 2355.0 * 1 1000 121 69. 28.1 2372.7 * 1 1820 221 6. .6 2354.6
1 0145 22 10. 1.1 2355.2 * 1 1005 122 69. 27.6 2372.4 * 1 1825 222 5. .6 2354.6
1 0150 23 12. 1.3 2355.4 * 1 1010 123 68. 27.2 2372.2 * 1 1830 223 5. .6 2354.6
1 0155 24 13. 1.5 2355.6 * 1 1015 124 68. 26.7 2372.0 * 1 1835 224 5. .5 2354.5
1 0200 25 15. 1.6 2355.8 * 1 1020 125 67. 26.2 2371.8 * 1 1840 225 4. .5 2354.5
1 0205 26 16. 1.8 2356.0 * 1 1025 126 67. 25.8 2371.5 * 1 1845 226 4. .5 2354.4
1 0210 27 17. 1.9 2356.1 * 1 1030 127 66. 25.3 2371.3 * 1 1850 227 4. .4 2354.4
1 0215 28 18. 1.9 2356.2 * 1 1035 128 66. 24.9 2371.1 * 1 1855 228 4. .4 2354.4
1 0220 29 18. 2.0 2356.3 * 1 1040 129 65. 24.4 2370.9 * 1 1900 229 3. .4 2354.4
1 0225 30 20. 2.1 2356.5 * 1 1045 130 65. 23.9 2370.6 * 1 1905 230 3. .4 2354.3
1 0230 31 21. 2.3 2356.7 * 1 1050 131 64. 23.5 2370.4 * 1 1910 231 3. .3 2354.3
1 0235 32 23. 2.6 2356.9 * 1 1055 132 64. 23.1 2370.1 * 1 1915 232 3. .3 2354.3
1 0240 33 24. 2.8 2357.1 * 1 1100 133 63. 22.6 2369.9 * 1 1920 233 3. .3 2354.3
1 0245 34 25. 3.0 2357.3 * 1 1105 134 63. 22.2 2369.6 * 1 1925 234 3. .3 2354.2
1 0250 35 26. 3.2 2357.4 * 1 1110 135 62. 21.8 2369.4 * 1 1930 235 2. .3 2354.2
1 0255 36 27. 3.4 2357.6 * 1 1115 136 62. 21.3 2369.2 * 1 1935 236 2. .2 2354.2
1 0300 37 27. 3.6 2357.8 * 1 1120 137 61. 20.9 2368.9 * 1 1940 237 2. .2 2354.2
1 0305 38 28. 3.8 2357.9 * 1 1125 138 61. 20.5 2368.7 * 1 1945 238 2. .2 2354.2
1 0310 39 29. 4.1 2358.1 * 1 1130 139 60. 20.1 2368.4 * 1 1950 239 2. .2 2354.1
1 0315 40 30. 4.5 2358.4 * 1 1135 140 60. 19.7 2368.2 * 1 1955 240 2. .2 2354.1
1 0320 41 33. 5.2 2358.9 * 1 1140 141 59. 19.2 2368.0 * 1 2000 241 2. .2 2354.1
1 0325 42 36. 6.4 2359.8 * 1 1145 142 59. 18.8 2367.7 * 1 2005 242 2. .2 2354.1
1 0330 43 41. 8.5 2361.2 * 1 1150 143 58. 18.4 2367.5 * 1 2010 243 1. .2 2354.1
1 0335 44 48. 11.8 2363.4 * 1 1155 144 58. 18.0 2367.3 * 1 2015 244 1. .1 2354.1
1 0340 45 56. 16.6 2366.4 * 1 1200 145 57. 17.6 2367.0 * 1 2020 245 1. .1 2354.1
1 0345 46 63. 22.4 2369.7 * 1 1205 146 56. 17.3 2366.8 * 1 2025 246 1. .1 2354.1
1 0350 47 69. 28.2 2372.7 * 1 1210 147 56. 16.9 2366.6 * 1 2030 247 1. .1 2354.0
1 0355 48 73. 33.6 2374.7 * 1 1215 148 55. 16.5 2366.3 * 1 2035 248 1. .1 2354.0
1 0400 49 76. 38.1 2376.2 * 1 1220 149 55. 16.1 2366.1 * 1 2040 249 1. .1 2354.0
1 0405 50 78. 41.7 2377.3 * 1 1225 150 54. 15.7 2365.9 * 1 2045 250 1. .1 2354.0
1 0410 51 79. 44.5 2378.2 * 1 1230 151 54. 15.4 2365.6 * 1 2050 251 1. .1 2354.0
1 0415 52 80. 46.5 2378.8 * 1 1235 152 53. 15.0 2365.4 * 1 2055 252 1. .1 2354.0
1 0420 53 81. 47.9 2379.2 * 1 1240 153 53. 14.6 2365.2 * 1 2100 253 1. .1 2354.0
1 0425 54 81. 48.8 2379.4 * 1 1245 154 52. 14.3 2365.0 * 1 2105 254 1. .1 2354.0
1 0430 55 81. 49.5 2379.6 * 1 1250 155 51. 13.9 2364.7 * 1 2110 255 1. .1 2354.0
1 0435 56 82. 50.0 2379.8 * 1 1255 156 51. 13.6 2364.5 * 1 2115 256 1. .1 2354.0
1 0440 57 82. 50.6 2379.9 * 1 1300 157 50. 13.2 2364.3 * 1 2120 257 1. .1 2354.0
1 0445 58 82. 51.2 2380.1 * 1 1305 158 50. 12.9 2364.1 * 1 2125 258 1. .1 2354.0
1 0450 59 83. 51.8 2380.3 * 1 1310 159 49. 12.5 2363.9 * 1 2130 259 1. .1 2354.0
1 0455 60 83. 52.5 2380.5 * 1 1315 160 48. 12.2 2363.7 * 1 2135 260 0. .1 2354.0
1 0500 61 83. 53.1 2380.7 * 1 1320 161 48. 11.9 2363.4 * 1 2140 261 0. .1 2354.0
1 0505 62 83. 53.7 2380.8 * 1 1325 162 47. 11.5 2363.2 * 1 2145 262 0. .0 2354.0
1 0510 63 84. 54.2 2381.0 * 1 1330 163 47. 11.2 2363.0 * 1 2150 263 0. .0 2354.0
1 0515 64 84. 54.6 2381.1 * 1 1335 164 46. 10.9 2362.8 * 1 2155 264 0. .0 2353.9
1 0520 65 84. 54.8 2381.1 * 1 1340 165 45. 10.6 2362.6 * 1 2200 265 0. .0 2353.9
1 0525 66 84. 54.8 2381.1 * 1 1345 166 45. 10.3 2362.4 * 1 2205 266 0. .0 2353.9
1 0530 67 84. 54.7 2381.1 * 1 1350 167 44. 10.0 2362.2 * 1 2210 267 0. .0 2353.9
1 0535 68 84. 54.5 2381.1 * 1 1355 168 44. 9.7 2362.0 * 1 2215 268 0. .0 2353.9
1 0540 69 84. 54.3 2381.0 * 1 1400 169 43. 9.4 2361.8 * 1 2220 269 0. .0 2353.9
1 0545 70 84. 53.9 2380.9 * 1 1405 170 42. 9.1 2361.6 * 1 2225 270 0. .0 2353.9
1 0550 71 83. 53.6 2380.8 * 1 1410 171 42. 8.8 2361.4 * 1 2230 271 0. .0 2353.9
1 0555 72 83. 53.2 2380.7 * 1 1415 172 41. 8.5 2361.2 * 1 2235 272 0. .0 2353.9
1 0600 73 83. 52.8 2380.6 * 1 1420 173 41. 8.2 2361.0 * 1 2240 273 0. .0 2353.9
1 0605 74 83. 52.3 2380.4 * 1 1425 174 40. 7.9 2360.8 * 1 2245 274 0. .0 2353.9
1 0610 75 83. 51.9 2380.3 * 1 1430 175 39. 7.7 2360.6 * 1 2250 275 0. .0 2353.9
1 0615 76 82. 51.4 2380.2 * 1 1435 176 38. 7.4 2360.5 * 1 2255 276 0. .0 2353.9
1 0620 77 82. 50.9 2380.0 * 1 1440 177 38. 7.1 2360.3 * 1 2300 277 0. .0 2353.9
1 0625 78 82. 50.4 2379.9 * 1 1445 178 37. 6.9 2360.1 * 1 2305 278 0. .0 2353.9
1 0630 79 82. 49.9 2379.8 * 1 1450 179 37. 6.6 2359.9 * 1 2310 279 0. .0 2353.9
1 0635 80 81. 49.4 2379.6 * 1 1455 180 36. 6.4 2359.7 * 1 2315 280 0. .0 2353.9
1 0640 81 81. 48.8 2379.5 * 1 1500 181 35. 6.1 2359.6 * 1 2320 281 0. .0 2353.9
1 0645 82 81. 48.3 2379.3 * 1 1505 182 35. 5.9 2359.4 * 1 2325 282 0. .0 2353.9
1 0650 83 81. 47.8 2379.2 * 1 1510 183 34. 5.6 2359.2 * 1 2330 283 0. .0 2353.9
1 0655 84 80. 47.2 2379.0 * 1 1515 184 33. 5.4 2359.1 * 1 2335 284 0. .0 2353.9
1 0700 85 80. 46.7 2378.8 * 1 1520 185 33. 5.2 2358.9 * 1 2340 285 0. .0 2353.9
1 0705 86 80. 46.1 2378.7 * 1 1525 186 32. 5.0 2358.7 * 1 2345 286 0. .0 2353.9
1 0710 87 80. 45.6 2378.5 * 1 1530 187 31. 4.7 2358.6 * 1 2350 287 0. .0 2353.9
1 0715 88 79. 45.0 2378.3 * 1 1535 188 30. 4.5 2358.4 * 1 2355 288 0. .0 2353.9
1 0720 89 79. 44.5 2378.2 * 1 1540 189 30. 4.3 2358.3 * 2 0000 289 0. .0 2353.9
1 0725 90 79. 43.9 2378.0 * 1 1545 190 29. 4.1 2358.1 * 2 0005 290 0. .0 2353.9
1 0730 91 78. 43.4 2377.8 * 1 1550 191 28. 3.9 2358.0 * 2 0010 291 0. .0 2353.9
1 0735 92 78. 42.9 2377.7 * 1 1555 192 28. 3.7 2357.8 * 2 0015 292 0. .0 2353.9
1 0740 93 78. 42.3 2377.5 * 1 1600 193 27. 3.5 2357.7 * 2 0020 293 0. .0 2353.9
1 0745 94 78. 41.8 2377.4 * 1 1605 194 26. 3.4 2357.6 * 2 0025 294 0. .0 2353.9
1 0750 95 77. 41.2 2377.2 * 1 1610 195 26. 3.2 2357.4 * 2 0030 295 0. .0 2353.9
1 0755 96 77. 40.7 2377.0 * 1 1615 196 25. 3.0 2357.3 * 2 0035 296 0. .0 2353.9
1 0800 97 77. 40.2 2376.9 * 1 1620 197 25. 2.8 2357.2 * 2 0040 297 0. .0 2353.9
1 0805 98 76. 39.7 2376.7 * 1 1625 198 24. 2.7 2357.0 * 2 0045 298 0. .0 2353.9
1 0810 99 76. 39.1 2376.5 * 1 1630 199 23. 2.5 2356.9 * 2 0050 299 0. .0 2353.9
1 0815 100 76. 38.6 2376.4 * 1 1635 200 21. 2.4 2356.7 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 84. 5.42 79. 37. 36. 36.
(INCHES) 1.038 1.953 1.954 1.954
(AC-FT) 39. 73. 73. 73.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
55. 5.42 44. 15. 15. 15.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2381.13 5.42 2377.96 2363.41 2363.06 2363.06
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .92
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 75. 37.1 2375.9 * 1 1640 201 18. 2.0 2356.2
1 0005 2 0. .0 2353.9 * 1 0825 102 75. 36.6 2375.7 * 1 1645 202 17. 1.8 2356.1
1 0010 3 0. .0 2353.9 * 1 0830 103 74. 36.1 2375.5 * 1 1650 203 16. 1.7 2356.0
1 0015 4 0. .0 2353.9 * 1 0835 104 74. 35.6 2375.4 * 1 1655 204 15. 1.6 2355.8
1 0020 5 0. .0 2353.9 * 1 0840 105 74. 35.1 2375.2 * 1 1700 205 14. 1.5 2355.7
1 0025 6 0. .0 2353.9 * 1 0845 106 74. 34.6 2375.0 * 1 1705 206 13. 1.4 2355.6
1 0030 7 0. .0 2353.9 * 1 0850 107 73. 34.0 2374.9 * 1 1710 207 12. 1.3 2355.5
1 0035 8 1. .1 2354.0 * 1 0855 108 73. 33.5 2374.7 * 1 1715 208 12. 1.3 2355.4
1 0040 9 1. .2 2354.1 * 1 0900 109 73. 33.0 2374.5 * 1 1720 209 11. 1.2 2355.3
1 0045 10 2. .3 2354.2 * 1 0905 110 72. 32.5 2374.3 * 1 1725 210 10. 1.1 2355.2
1 0050 11 3. .4 2354.3 * 1 0910 111 72. 32.0 2374.1 * 1 1730 211 10. 1.0 2355.1
1 0055 12 4. .4 2354.4 * 1 0915 112 72. 31.6 2374.0 * 1 1735 212 9. 1.0 2355.1
1 0100 13 4. .5 2354.5 * 1 0920 113 71. 31.1 2373.8 * 1 1740 213 8. .9 2355.0
1 0105 14 5. .5 2354.5 * 1 0925 114 71. 30.6 2373.6 * 1 1745 214 8. .9 2354.9
1 0110 15 5. .5 2354.5 * 1 0930 115 71. 30.1 2373.5 * 1 1750 215 7. .8 2354.9
1 0115 16 5. .5 2354.5 * 1 0935 116 70. 29.6 2373.3 * 1 1755 216 7. .8 2354.8
1 0120 17 5. .6 2354.6 * 1 0940 117 70. 29.1 2373.1 * 1 1800 217 7. .7 2354.8
1 0125 18 5. .6 2354.6 * 1 0945 118 70. 28.6 2372.9 * 1 1805 218 6. .7 2354.7
1 0130 19 6. .6 2354.7 * 1 0950 119 69. 28.2 2372.7 * 1 1810 219 6. .6 2354.7
1 0135 20 7. .7 2354.8 * 1 0955 120 69. 27.7 2372.5 * 1 1815 220 5. .6 2354.6
1 0140 21 8. .9 2354.9 * 1 1000 121 68. 27.2 2372.2 * 1 1820 221 5. .6 2354.6
1 0145 22 9. 1.0 2355.1 * 1 1005 122 68. 26.7 2372.0 * 1 1825 222 5. .5 2354.5
1 0150 23 11. 1.2 2355.4 * 1 1010 123 67. 26.3 2371.8 * 1 1830 223 4. .5 2354.5
1 0155 24 13. 1.4 2355.6 * 1 1015 124 67. 25.8 2371.6 * 1 1835 224 4. .5 2354.5
1 0200 25 14. 1.6 2355.8 * 1 1020 125 66. 25.4 2371.4 * 1 1840 225 4. .4 2354.4
1 0205 26 16. 1.7 2355.9 * 1 1025 126 66. 24.9 2371.1 * 1 1845 226 4. .4 2354.4
1 0210 27 16. 1.8 2356.1 * 1 1030 127 66. 24.5 2370.9 * 1 1850 227 3. .4 2354.4
1 0215 28 17. 1.9 2356.1 * 1 1035 128 65. 24.0 2370.7 * 1 1855 228 3. .4 2354.3
1 0220 29 18. 2.0 2356.2 * 1 1040 129 64. 23.6 2370.4 * 1 1900 229 3. .3 2354.3
1 0225 30 19. 2.1 2356.4 * 1 1045 130 64. 23.1 2370.2 * 1 1905 230 3. .3 2354.3
1 0230 31 21. 2.3 2356.6 * 1 1050 131 63. 22.7 2369.9 * 1 1910 231 3. .3 2354.3
1 0235 32 23. 2.5 2356.9 * 1 1055 132 63. 22.2 2369.7 * 1 1915 232 3. .3 2354.2
1 0240 33 24. 2.7 2357.1 * 1 1100 133 62. 21.8 2369.4 * 1 1920 233 2. .3 2354.2
1 0245 34 25. 2.9 2357.2 * 1 1105 134 62. 21.4 2369.2 * 1 1925 234 2. .2 2354.2
1 0250 35 26. 3.1 2357.4 * 1 1110 135 61. 21.0 2369.0 * 1 1930 235 2. .2 2354.2
1 0255 36 26. 3.3 2357.5 * 1 1115 136 61. 20.5 2368.7 * 1 1935 236 2. .2 2354.2
1 0300 37 27. 3.5 2357.7 * 1 1120 137 60. 20.1 2368.5 * 1 1940 237 2. .2 2354.1
1 0305 38 28. 3.7 2357.8 * 1 1125 138 60. 19.7 2368.2 * 1 1945 238 2. .2 2354.1
1 0310 39 29. 4.0 2358.0 * 1 1130 139 59. 19.3 2368.0 * 1 1950 239 2. .2 2354.1
1 0315 40 30. 4.4 2358.3 * 1 1135 140 59. 18.9 2367.7 * 1 1955 240 2. .2 2354.1
1 0320 41 32. 5.1 2358.8 * 1 1140 141 58. 18.5 2367.5 * 1 2000 241 1. .2 2354.1
1 0325 42 36. 6.3 2359.7 * 1 1145 142 58. 18.1 2367.3 * 1 2005 242 1. .1 2354.1
1 0330 43 41. 8.3 2361.1 * 1 1150 143 57. 17.7 2367.1 * 1 2010 243 1. .1 2354.1
1 0335 44 47. 11.6 2363.2 * 1 1155 144 57. 17.3 2366.8 * 1 2015 244 1. .1 2354.1
1 0340 45 55. 16.3 2366.2 * 1 1200 145 56. 16.9 2366.6 * 1 2020 245 1. .1 2354.0
1 0345 46 63. 21.9 2369.5 * 1 1205 146 55. 16.5 2366.3 * 1 2025 246 1. .1 2354.0
1 0350 47 69. 27.7 2372.5 * 1 1210 147 55. 16.2 2366.1 * 1 2030 247 1. .1 2354.0
1 0355 48 72. 33.0 2374.5 * 1 1215 148 54. 15.8 2365.9 * 1 2035 248 1. .1 2354.0
1 0400 49 75. 37.4 2376.0 * 1 1220 149 54. 15.4 2365.7 * 1 2040 249 1. .1 2354.0
1 0405 50 77. 40.9 2377.1 * 1 1225 150 53. 15.0 2365.4 * 1 2045 250 1. .1 2354.0
1 0410 51 79. 43.6 2377.9 * 1 1230 151 53. 14.7 2365.2 * 1 2050 251 1. .1 2354.0
1 0415 52 80. 45.6 2378.5 * 1 1235 152 52. 14.3 2365.0 * 1 2055 252 1. .1 2354.0
1 0420 53 80. 46.9 2378.9 * 1 1240 153 51. 14.0 2364.8 * 1 2100 253 1. .1 2354.0
1 0425 54 81. 47.9 2379.2 * 1 1245 154 51. 13.6 2364.5 * 1 2105 254 1. .1 2354.0
1 0430 55 81. 48.5 2379.4 * 1 1250 155 50. 13.3 2364.3 * 1 2110 255 1. .1 2354.0
1 0435 56 81. 49.1 2379.5 * 1 1255 156 50. 12.9 2364.1 * 1 2115 256 1. .1 2354.0
1 0440 57 82. 49.6 2379.7 * 1 1300 157 49. 12.6 2363.9 * 1 2120 257 1. .1 2354.0
1 0445 58 82. 50.2 2379.8 * 1 1305 158 48. 12.2 2363.7 * 1 2125 258 0. .1 2354.0
1 0450 59 82. 50.8 2380.0 * 1 1310 159 48. 11.9 2363.5 * 1 2130 259 0. .1 2354.0
1 0455 60 82. 51.5 2380.2 * 1 1315 160 47. 11.6 2363.3 * 1 2135 260 0. .0 2354.0
1 0500 61 83. 52.1 2380.4 * 1 1320 161 47. 11.2 2363.1 * 1 2140 261 0. .0 2354.0
1 0505 62 83. 52.7 2380.5 * 1 1325 162 46. 10.9 2362.8 * 1 2145 262 0. .0 2354.0
1 0510 63 83. 53.2 2380.7 * 1 1330 163 45. 10.6 2362.6 * 1 2150 263 0. .0 2353.9
1 0515 64 83. 53.5 2380.8 * 1 1335 164 45. 10.3 2362.4 * 1 2155 264 0. .0 2353.9
1 0520 65 83. 53.7 2380.8 * 1 1340 165 44. 10.0 2362.2 * 1 2200 265 0. .0 2353.9
1 0525 66 83. 53.8 2380.8 * 1 1345 166 44. 9.7 2362.0 * 1 2205 266 0. .0 2353.9
1 0530 67 83. 53.7 2380.8 * 1 1350 167 43. 9.4 2361.8 * 1 2210 267 0. .0 2353.9
1 0535 68 83. 53.5 2380.8 * 1 1355 168 42. 9.1 2361.6 * 1 2215 268 0. .0 2353.9
1 0540 69 83. 53.2 2380.7 * 1 1400 169 42. 8.8 2361.4 * 1 2220 269 0. .0 2353.9
1 0545 70 83. 52.9 2380.6 * 1 1405 170 41. 8.5 2361.2 * 1 2225 270 0. .0 2353.9
1 0550 71 83. 52.5 2380.5 * 1 1410 171 41. 8.2 2361.0 * 1 2230 271 0. .0 2353.9
1 0555 72 83. 52.1 2380.4 * 1 1415 172 40. 8.0 2360.9 * 1 2235 272 0. .0 2353.9
1 0600 73 83. 51.7 2380.3 * 1 1420 173 39. 7.7 2360.7 * 1 2240 273 0. .0 2353.9
1 0605 74 82. 51.3 2380.1 * 1 1425 174 39. 7.4 2360.5 * 1 2245 274 0. .0 2353.9
1 0610 75 82. 50.8 2380.0 * 1 1430 175 38. 7.2 2360.3 * 1 2250 275 0. .0 2353.9
1 0615 76 82. 50.4 2379.9 * 1 1435 176 37. 6.9 2360.1 * 1 2255 276 0. .0 2353.9
1 0620 77 82. 49.9 2379.8 * 1 1440 177 37. 6.6 2359.9 * 1 2300 277 0. .0 2353.9
1 0625 78 81. 49.4 2379.6 * 1 1445 178 36. 6.4 2359.8 * 1 2305 278 0. .0 2353.9
1 0630 79 81. 48.9 2379.5 * 1 1450 179 35. 6.2 2359.6 * 1 2310 279 0. .0 2353.9
1 0635 80 81. 48.3 2379.3 * 1 1455 180 35. 5.9 2359.4 * 1 2315 280 0. .0 2353.9
1 0640 81 81. 47.8 2379.2 * 1 1500 181 34. 5.7 2359.3 * 1 2320 281 0. .0 2353.9
1 0645 82 80. 47.3 2379.0 * 1 1505 182 34. 5.4 2359.1 * 1 2325 282 0. .0 2353.9
1 0650 83 80. 46.7 2378.9 * 1 1510 183 33. 5.2 2358.9 * 1 2330 283 0. .0 2353.9
1 0655 84 80. 46.2 2378.7 * 1 1515 184 32. 5.0 2358.8 * 1 2335 284 0. .0 2353.9
1 0700 85 80. 45.6 2378.5 * 1 1520 185 31. 4.8 2358.6 * 1 2340 285 0. .0 2353.9
1 0705 86 79. 45.1 2378.4 * 1 1525 186 31. 4.6 2358.4 * 1 2345 286 0. .0 2353.9
1 0710 87 79. 44.5 2378.2 * 1 1530 187 30. 4.4 2358.3 * 1 2350 287 0. .0 2353.9
1 0715 88 79. 44.0 2378.0 * 1 1535 188 29. 4.1 2358.1 * 1 2355 288 0. .0 2353.9
1 0720 89 79. 43.5 2377.9 * 1 1540 189 28. 3.9 2358.0 * 2 0000 289 0. .0 2353.9
1 0725 90 78. 42.9 2377.7 * 1 1545 190 28. 3.8 2357.9 * 2 0005 290 0. .0 2353.9
1 0730 91 78. 42.4 2377.5 * 1 1550 191 27. 3.6 2357.7 * 2 0010 291 0. .0 2353.9
1 0735 92 78. 41.8 2377.4 * 1 1555 192 26. 3.4 2357.6 * 2 0015 292 0. .0 2353.9
1 0740 93 77. 41.3 2377.2 * 1 1600 193 26. 3.2 2357.4 * 2 0020 293 0. .0 2353.9
1 0745 94 77. 40.8 2377.1 * 1 1605 194 25. 3.0 2357.3 * 2 0025 294 0. .0 2353.9
1 0750 95 77. 40.2 2376.9 * 1 1610 195 25. 2.9 2357.2 * 2 0030 295 0. .0 2353.9
1 0755 96 77. 39.7 2376.7 * 1 1615 196 24. 2.7 2357.1 * 2 0035 296 0. .0 2353.9
1 0800 97 76. 39.2 2376.5 * 1 1620 197 23. 2.5 2356.9 * 2 0040 297 0. .0 2353.9
1 0805 98 76. 38.7 2376.4 * 1 1625 198 22. 2.4 2356.7 * 2 0045 298 0. .0 2353.9
1 0810 99 76. 38.1 2376.2 * 1 1630 199 20. 2.2 2356.6 * 2 0050 299 0. .0 2353.9
1 0815 100 75. 37.6 2376.0 * 1 1635 200 19. 2.1 2356.4 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 83. 5.42 78. 36. 35. 35.
(INCHES) 1.031 1.920 1.920 1.920
(AC-FT) 39. 72. 72. 72.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
54. 5.42 43. 15. 14. 14.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2380.84 5.42 2377.65 2363.20 2362.86 2362.86
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .91
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 75. 36.4 2375.6 * 1 1640 201 17. 1.8 2356.1
1 0005 2 0. .0 2353.9 * 1 0825 102 74. 35.9 2375.5 * 1 1645 202 16. 1.7 2355.9
1 0010 3 0. .0 2353.9 * 1 0830 103 74. 35.4 2375.3 * 1 1650 203 15. 1.6 2355.8
1 0015 4 0. .0 2353.9 * 1 0835 104 74. 34.9 2375.1 * 1 1655 204 14. 1.5 2355.7
1 0020 5 0. .0 2353.9 * 1 0840 105 73. 34.4 2375.0 * 1 1700 205 13. 1.4 2355.6
1 0025 6 0. .0 2353.9 * 1 0845 106 73. 33.9 2374.8 * 1 1705 206 12. 1.3 2355.5
1 0030 7 0. .0 2353.9 * 1 0850 107 73. 33.4 2374.6 * 1 1710 207 11. 1.2 2355.4
1 0035 8 1. .1 2354.0 * 1 0855 108 72. 32.9 2374.4 * 1 1715 208 11. 1.2 2355.3
1 0040 9 1. .2 2354.1 * 1 0900 109 72. 32.4 2374.3 * 1 1720 209 10. 1.1 2355.2
1 0045 10 2. .3 2354.2 * 1 0905 110 72. 31.9 2374.1 * 1 1725 210 9. 1.0 2355.1
1 0050 11 3. .3 2354.3 * 1 0910 111 71. 31.4 2373.9 * 1 1730 211 9. 1.0 2355.0
1 0055 12 4. .4 2354.4 * 1 0915 112 71. 30.9 2373.7 * 1 1735 212 8. .9 2355.0
1 0100 13 4. .5 2354.5 * 1 0920 113 71. 30.4 2373.6 * 1 1740 213 8. .8 2354.9
1 0105 14 5. .5 2354.5 * 1 0925 114 70. 29.9 2373.4 * 1 1745 214 7. .8 2354.9
1 0110 15 5. .5 2354.5 * 1 0930 115 70. 29.5 2373.2 * 1 1750 215 7. .7 2354.8
1 0115 16 5. .5 2354.5 * 1 0935 116 70. 29.0 2373.1 * 1 1755 216 6. .7 2354.7
1 0120 17 5. .5 2354.5 * 1 0940 117 69. 28.5 2372.8 * 1 1800 217 6. .7 2354.7
1 0125 18 5. .6 2354.6 * 1 0945 118 69. 28.0 2372.6 * 1 1805 218 6. .6 2354.6
1 0130 19 6. .6 2354.6 * 1 0950 119 69. 27.5 2372.4 * 1 1810 219 5. .6 2354.6
1 0135 20 7. .7 2354.8 * 1 0955 120 68. 27.1 2372.2 * 1 1815 220 5. .5 2354.6
1 0140 21 8. .8 2354.9 * 1 1000 121 68. 26.6 2371.9 * 1 1820 221 5. .5 2354.5
1 0145 22 9. 1.0 2355.1 * 1 1005 122 67. 26.1 2371.7 * 1 1825 222 4. .5 2354.5
1 0150 23 11. 1.2 2355.3 * 1 1010 123 67. 25.7 2371.5 * 1 1830 223 4. .5 2354.4
1 0155 24 13. 1.4 2355.6 * 1 1015 124 66. 25.2 2371.3 * 1 1835 224 4. .4 2354.4
1 0200 25 14. 1.6 2355.8 * 1 1020 125 66. 24.8 2371.1 * 1 1840 225 4. .4 2354.4
1 0205 26 15. 1.7 2355.9 * 1 1025 126 65. 24.3 2370.8 * 1 1845 226 3. .4 2354.3
1 0210 27 16. 1.8 2356.0 * 1 1030 127 65. 23.9 2370.6 * 1 1850 227 3. .4 2354.3
1 0215 28 17. 1.8 2356.1 * 1 1035 128 64. 23.4 2370.3 * 1 1855 228 3. .3 2354.3
1 0220 29 18. 1.9 2356.2 * 1 1040 129 64. 23.0 2370.1 * 1 1900 229 3. .3 2354.3
1 0225 30 19. 2.0 2356.3 * 1 1045 130 63. 22.5 2369.8 * 1 1905 230 3. .3 2354.2
1 0230 31 20. 2.2 2356.6 * 1 1050 131 63. 22.1 2369.6 * 1 1910 231 2. .3 2354.2
1 0235 32 22. 2.4 2356.8 * 1 1055 132 62. 21.7 2369.4 * 1 1915 232 2. .3 2354.2
1 0240 33 24. 2.7 2357.0 * 1 1100 133 62. 21.2 2369.1 * 1 1920 233 2. .2 2354.2
1 0245 34 25. 2.9 2357.2 * 1 1105 134 61. 20.8 2368.9 * 1 1925 234 2. .2 2354.2
1 0250 35 25. 3.1 2357.4 * 1 1110 135 61. 20.4 2368.6 * 1 1930 235 2. .2 2354.2
1 0255 36 26. 3.3 2357.5 * 1 1115 136 60. 20.0 2368.4 * 1 1935 236 2. .2 2354.1
1 0300 37 27. 3.5 2357.6 * 1 1120 137 60. 19.6 2368.1 * 1 1940 237 2. .2 2354.1
1 0305 38 27. 3.7 2357.8 * 1 1125 138 59. 19.2 2367.9 * 1 1945 238 2. .2 2354.1
1 0310 39 28. 3.9 2358.0 * 1 1130 139 59. 18.8 2367.7 * 1 1950 239 2. .2 2354.1
1 0315 40 30. 4.3 2358.3 * 1 1135 140 58. 18.4 2367.4 * 1 1955 240 1. .2 2354.1
1 0320 41 32. 5.0 2358.8 * 1 1140 141 57. 18.0 2367.2 * 1 2000 241 1. .1 2354.1
1 0325 42 35. 6.2 2359.6 * 1 1145 142 57. 17.6 2367.0 * 1 2005 242 1. .1 2354.1
1 0330 43 40. 8.2 2361.0 * 1 1150 143 56. 17.2 2366.7 * 1 2010 243 1. .1 2354.1
1 0335 44 47. 11.4 2363.1 * 1 1155 144 56. 16.8 2366.5 * 1 2015 244 1. .1 2354.0
1 0340 45 55. 16.1 2366.1 * 1 1200 145 55. 16.4 2366.3 * 1 2020 245 1. .1 2354.0
1 0345 46 62. 21.6 2369.3 * 1 1205 146 55. 16.0 2366.0 * 1 2025 246 1. .1 2354.0
1 0350 47 68. 27.3 2372.3 * 1 1210 147 54. 15.7 2365.8 * 1 2030 247 1. .1 2354.0
1 0355 48 72. 32.5 2374.3 * 1 1215 148 54. 15.3 2365.6 * 1 2035 248 1. .1 2354.0
1 0400 49 75. 36.9 2375.8 * 1 1220 149 53. 14.9 2365.4 * 1 2040 249 1. .1 2354.0
1 0405 50 77. 40.4 2376.9 * 1 1225 150 52. 14.6 2365.2 * 1 2045 250 1. .1 2354.0
1 0410 51 78. 43.0 2377.7 * 1 1230 151 52. 14.2 2364.9 * 1 2050 251 1. .1 2354.0
1 0415 52 79. 45.0 2378.3 * 1 1235 152 51. 13.8 2364.7 * 1 2055 252 1. .1 2354.0
1 0420 53 80. 46.3 2378.7 * 1 1240 153 51. 13.5 2364.5 * 1 2100 253 1. .1 2354.0
1 0425 54 80. 47.2 2379.0 * 1 1245 154 50. 13.1 2364.3 * 1 2105 254 1. .1 2354.0
1 0430 55 81. 47.8 2379.2 * 1 1250 155 49. 12.8 2364.0 * 1 2110 255 1. .1 2354.0
1 0435 56 81. 48.4 2379.3 * 1 1255 156 49. 12.5 2363.8 * 1 2115 256 1. .1 2354.0
1 0440 57 81. 48.9 2379.5 * 1 1300 157 48. 12.1 2363.6 * 1 2120 257 0. .1 2354.0
1 0445 58 81. 49.5 2379.6 * 1 1305 158 48. 11.8 2363.4 * 1 2125 258 0. .1 2354.0
1 0450 59 82. 50.1 2379.8 * 1 1310 159 47. 11.5 2363.2 * 1 2130 259 0. .0 2354.0
1 0455 60 82. 50.8 2380.0 * 1 1315 160 47. 11.1 2363.0 * 1 2135 260 0. .0 2354.0
1 0500 61 82. 51.4 2380.2 * 1 1320 161 46. 10.8 2362.8 * 1 2140 261 0. .0 2353.9
1 0505 62 83. 52.0 2380.3 * 1 1325 162 45. 10.5 2362.6 * 1 2145 262 0. .0 2353.9
1 0510 63 83. 52.5 2380.5 * 1 1330 163 45. 10.2 2362.4 * 1 2150 263 0. .0 2353.9
1 0515 64 83. 52.8 2380.6 * 1 1335 164 44. 9.9 2362.2 * 1 2155 264 0. .0 2353.9
1 0520 65 83. 53.0 2380.6 * 1 1340 165 43. 9.6 2362.0 * 1 2200 265 0. .0 2353.9
1 0525 66 83. 53.0 2380.6 * 1 1345 166 43. 9.3 2361.8 * 1 2205 266 0. .0 2353.9
1 0530 67 83. 52.9 2380.6 * 1 1350 167 42. 9.0 2361.6 * 1 2210 267 0. .0 2353.9
1 0535 68 83. 52.7 2380.5 * 1 1355 168 42. 8.7 2361.4 * 1 2215 268 0. .0 2353.9
1 0540 69 83. 52.5 2380.5 * 1 1400 169 41. 8.4 2361.2 * 1 2220 269 0. .0 2353.9
1 0545 70 83. 52.1 2380.4 * 1 1405 170 40. 8.2 2361.0 * 1 2225 270 0. .0 2353.9
1 0550 71 83. 51.8 2380.3 * 1 1410 171 40. 7.9 2360.8 * 1 2230 271 0. .0 2353.9
1 0555 72 82. 51.4 2380.2 * 1 1415 172 39. 7.6 2360.6 * 1 2235 272 0. .0 2353.9
1 0600 73 82. 51.0 2380.1 * 1 1420 173 38. 7.3 2360.4 * 1 2240 273 0. .0 2353.9
1 0605 74 82. 50.5 2379.9 * 1 1425 174 38. 7.1 2360.2 * 1 2245 274 0. .0 2353.9
1 0610 75 82. 50.1 2379.8 * 1 1430 175 37. 6.8 2360.1 * 1 2250 275 0. .0 2353.9
1 0615 76 82. 49.6 2379.7 * 1 1435 176 36. 6.6 2359.9 * 1 2255 276 0. .0 2353.9
1 0620 77 81. 49.2 2379.5 * 1 1440 177 36. 6.3 2359.7 * 1 2300 277 0. .0 2353.9
1 0625 78 81. 48.7 2379.4 * 1 1445 178 35. 6.1 2359.5 * 1 2305 278 0. .0 2353.9
1 0630 79 81. 48.1 2379.3 * 1 1450 179 35. 5.8 2359.4 * 1 2310 279 0. .0 2353.9
1 0635 80 81. 47.6 2379.1 * 1 1455 180 34. 5.6 2359.2 * 1 2315 280 0. .0 2353.9
1 0640 81 80. 47.1 2379.0 * 1 1500 181 33. 5.4 2359.0 * 1 2320 281 0. .0 2353.9
1 0645 82 80. 46.5 2378.8 * 1 1505 182 33. 5.1 2358.9 * 1 2325 282 0. .0 2353.9
1 0650 83 80. 46.0 2378.6 * 1 1510 183 32. 4.9 2358.7 * 1 2330 283 0. .0 2353.9
1 0655 84 80. 45.5 2378.5 * 1 1515 184 31. 4.7 2358.6 * 1 2335 284 0. .0 2353.9
1 0700 85 79. 44.9 2378.3 * 1 1520 185 30. 4.5 2358.4 * 1 2340 285 0. .0 2353.9
1 0705 86 79. 44.4 2378.1 * 1 1525 186 30. 4.3 2358.2 * 1 2345 286 0. .0 2353.9
1 0710 87 79. 43.8 2378.0 * 1 1530 187 29. 4.1 2358.1 * 1 2350 287 0. .0 2353.9
1 0715 88 78. 43.3 2377.8 * 1 1535 188 28. 3.9 2358.0 * 1 2355 288 0. .0 2353.9
1 0720 89 78. 42.7 2377.7 * 1 1540 189 28. 3.7 2357.8 * 2 0000 289 0. .0 2353.9
1 0725 90 78. 42.2 2377.5 * 1 1545 190 27. 3.5 2357.7 * 2 0005 290 0. .0 2353.9
1 0730 91 78. 41.7 2377.3 * 1 1550 191 26. 3.3 2357.5 * 2 0010 291 0. .0 2353.9
1 0735 92 77. 41.1 2377.2 * 1 1555 192 26. 3.1 2357.4 * 2 0015 292 0. .0 2353.9
1 0740 93 77. 40.6 2377.0 * 1 1600 193 25. 3.0 2357.3 * 2 0020 293 0. .0 2353.9
1 0745 94 77. 40.1 2376.8 * 1 1605 194 24. 2.8 2357.1 * 2 0025 294 0. .0 2353.9
1 0750 95 76. 39.6 2376.7 * 1 1610 195 24. 2.6 2357.0 * 2 0030 295 0. .0 2353.9
1 0755 96 76. 39.0 2376.5 * 1 1615 196 23. 2.5 2356.9 * 2 0035 296 0. .0 2353.9
1 0800 97 76. 38.5 2376.3 * 1 1620 197 21. 2.3 2356.7 * 2 0040 297 0. .0 2353.9
1 0805 98 76. 38.0 2376.2 * 1 1625 198 20. 2.2 2356.5 * 2 0045 298 0. .0 2353.9
1 0810 99 75. 37.5 2376.0 * 1 1630 199 19. 2.0 2356.3 * 2 0050 299 0. .0 2353.9
1 0815 100 75. 37.0 2375.8 * 1 1635 200 18. 1.9 2356.2 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 83. 5.42 78. 36. 35. 35.
(INCHES) 1.026 1.897 1.897 1.897
(AC-FT) 39. 71. 71. 71.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
53. 5.42 42. 15. 14. 14.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2380.63 5.42 2377.44 2363.05 2362.72 2362.72
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .90
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 74. 36.0 2375.5 * 1 1640 201 16. 1.7 2355.9
1 0005 2 0. .0 2353.9 * 1 0825 102 74. 35.4 2375.3 * 1 1645 202 15. 1.6 2355.8
1 0010 3 0. .0 2353.9 * 1 0830 103 74. 34.9 2375.2 * 1 1650 203 14. 1.5 2355.7
1 0015 4 0. .0 2353.9 * 1 0835 104 73. 34.4 2375.0 * 1 1655 204 13. 1.4 2355.6
1 0020 5 0. .0 2353.9 * 1 0840 105 73. 33.9 2374.8 * 1 1700 205 12. 1.3 2355.5
1 0025 6 0. .0 2353.9 * 1 0845 106 73. 33.4 2374.6 * 1 1705 206 11. 1.2 2355.4
1 0030 7 0. .0 2353.9 * 1 0850 107 72. 32.9 2374.5 * 1 1710 207 11. 1.2 2355.3
1 0035 8 1. .1 2354.0 * 1 0855 108 72. 32.4 2374.3 * 1 1715 208 10. 1.1 2355.2
1 0040 9 1. .2 2354.1 * 1 0900 109 72. 31.9 2374.1 * 1 1720 209 9. 1.0 2355.1
1 0045 10 2. .2 2354.2 * 1 0905 110 71. 31.4 2373.9 * 1 1725 210 9. 1.0 2355.1
1 0050 11 3. .3 2354.3 * 1 0910 111 71. 30.9 2373.8 * 1 1730 211 8. .9 2355.0
1 0055 12 4. .4 2354.4 * 1 0915 112 71. 30.5 2373.6 * 1 1735 212 8. .9 2354.9
1 0100 13 4. .5 2354.5 * 1 0920 113 70. 30.0 2373.4 * 1 1740 213 7. .8 2354.9
1 0105 14 4. .5 2354.5 * 1 0925 114 70. 29.5 2373.2 * 1 1745 214 7. .8 2354.8
1 0110 15 5. .5 2354.5 * 1 0930 115 70. 29.0 2373.1 * 1 1750 215 6. .7 2354.7
1 0115 16 5. .5 2354.5 * 1 0935 116 69. 28.5 2372.9 * 1 1755 216 6. .7 2354.7
1 0120 17 5. .5 2354.5 * 1 0940 117 69. 28.0 2372.6 * 1 1800 217 6. .6 2354.6
1 0125 18 5. .6 2354.6 * 1 0945 118 69. 27.6 2372.4 * 1 1805 218 5. .6 2354.6
1 0130 19 6. .6 2354.6 * 1 0950 119 68. 27.1 2372.2 * 1 1810 219 5. .5 2354.6
1 0135 20 6. .7 2354.7 * 1 0955 120 68. 26.6 2372.0 * 1 1815 220 5. .5 2354.5
1 0140 21 8. .8 2354.9 * 1 1000 121 67. 26.2 2371.7 * 1 1820 221 4. .5 2354.5
1 0145 22 9. 1.0 2355.1 * 1 1005 122 67. 25.7 2371.5 * 1 1825 222 4. .5 2354.4
1 0150 23 11. 1.2 2355.3 * 1 1010 123 66. 25.2 2371.3 * 1 1830 223 4. .4 2354.4
1 0155 24 12. 1.4 2355.5 * 1 1015 124 66. 24.8 2371.1 * 1 1835 224 4. .4 2354.4
1 0200 25 14. 1.5 2355.7 * 1 1020 125 65. 24.3 2370.8 * 1 1840 225 3. .4 2354.3
1 0205 26 15. 1.7 2355.9 * 1 1025 126 65. 23.9 2370.6 * 1 1845 226 3. .4 2354.3
1 0210 27 16. 1.7 2356.0 * 1 1030 127 64. 23.4 2370.3 * 1 1850 227 3. .3 2354.3
1 0215 28 17. 1.8 2356.1 * 1 1035 128 64. 23.0 2370.1 * 1 1855 228 3. .3 2354.3
1 0220 29 17. 1.9 2356.2 * 1 1040 129 63. 22.6 2369.9 * 1 1900 229 3. .3 2354.2
1 0225 30 18. 2.0 2356.3 * 1 1045 130 63. 22.1 2369.6 * 1 1905 230 3. .3 2354.2
1 0230 31 20. 2.2 2356.5 * 1 1050 131 62. 21.7 2369.4 * 1 1910 231 2. .3 2354.2
1 0235 32 22. 2.4 2356.8 * 1 1055 132 62. 21.3 2369.1 * 1 1915 232 2. .2 2354.2
1 0240 33 24. 2.6 2357.0 * 1 1100 133 61. 20.9 2368.9 * 1 1920 233 2. .2 2354.2
1 0245 34 25. 2.8 2357.2 * 1 1105 134 61. 20.4 2368.6 * 1 1925 234 2. .2 2354.2
1 0250 35 25. 3.0 2357.3 * 1 1110 135 60. 20.0 2368.4 * 1 1930 235 2. .2 2354.1
1 0255 36 26. 3.2 2357.5 * 1 1115 136 60. 19.6 2368.2 * 1 1935 236 2. .2 2354.1
1 0300 37 27. 3.4 2357.6 * 1 1120 137 59. 19.2 2367.9 * 1 1940 237 2. .2 2354.1
1 0305 38 27. 3.6 2357.8 * 1 1125 138 59. 18.8 2367.7 * 1 1945 238 2. .2 2354.1
1 0310 39 28. 3.9 2357.9 * 1 1130 139 58. 18.4 2367.5 * 1 1950 239 1. .2 2354.1
1 0315 40 29. 4.2 2358.2 * 1 1135 140 58. 18.0 2367.2 * 1 1955 240 1. .1 2354.1
1 0320 41 32. 4.9 2358.7 * 1 1140 141 57. 17.6 2367.0 * 1 2000 241 1. .1 2354.1
1 0325 42 35. 6.1 2359.6 * 1 1145 142 56. 17.2 2366.8 * 1 2005 242 1. .1 2354.1
1 0330 43 40. 8.1 2360.9 * 1 1150 143 56. 16.8 2366.5 * 1 2010 243 1. .1 2354.0
1 0335 44 47. 11.3 2363.1 * 1 1155 144 55. 16.4 2366.3 * 1 2015 244 1. .1 2354.0
1 0340 45 54. 15.9 2366.0 * 1 1200 145 55. 16.1 2366.1 * 1 2020 245 1. .1 2354.0
1 0345 46 62. 21.4 2369.2 * 1 1205 146 54. 15.7 2365.8 * 1 2025 246 1. .1 2354.0
1 0350 47 68. 27.0 2372.2 * 1 1210 147 54. 15.3 2365.6 * 1 2030 247 1. .1 2354.0
1 0355 48 72. 32.2 2374.2 * 1 1215 148 53. 14.9 2365.4 * 1 2035 248 1. .1 2354.0
1 0400 49 75. 36.6 2375.7 * 1 1220 149 52. 14.6 2365.2 * 1 2040 249 1. .1 2354.0
1 0405 50 77. 40.0 2376.8 * 1 1225 150 52. 14.2 2364.9 * 1 2045 250 1. .1 2354.0
1 0410 51 78. 42.6 2377.6 * 1 1230 151 51. 13.9 2364.7 * 1 2050 251 1. .1 2354.0
1 0415 52 79. 44.5 2378.2 * 1 1235 152 51. 13.5 2364.5 * 1 2055 252 1. .1 2354.0
1 0420 53 80. 45.9 2378.6 * 1 1240 153 50. 13.2 2364.3 * 1 2100 253 1. .1 2354.0
1 0425 54 80. 46.7 2378.9 * 1 1245 154 50. 12.8 2364.1 * 1 2105 254 1. .1 2354.0
1 0430 55 81. 47.4 2379.0 * 1 1250 155 49. 12.5 2363.8 * 1 2110 255 1. .1 2354.0
1 0435 56 81. 47.9 2379.2 * 1 1255 156 48. 12.2 2363.6 * 1 2115 256 0. .1 2354.0
1 0440 57 81. 48.4 2379.3 * 1 1300 157 48. 11.8 2363.4 * 1 2120 257 0. .1 2354.0
1 0445 58 81. 49.0 2379.5 * 1 1305 158 47. 11.5 2363.2 * 1 2125 258 0. .0 2354.0
1 0450 59 82. 49.6 2379.7 * 1 1310 159 47. 11.2 2363.0 * 1 2130 259 0. .0 2354.0
1 0455 60 82. 50.3 2379.9 * 1 1315 160 46. 10.9 2362.8 * 1 2135 260 0. .0 2353.9
1 0500 61 82. 50.9 2380.0 * 1 1320 161 45. 10.5 2362.6 * 1 2140 261 0. .0 2353.9
1 0505 62 82. 51.5 2380.2 * 1 1325 162 45. 10.2 2362.4 * 1 2145 262 0. .0 2353.9
1 0510 63 83. 52.0 2380.3 * 1 1330 163 44. 9.9 2362.2 * 1 2150 263 0. .0 2353.9
1 0515 64 83. 52.3 2380.4 * 1 1335 164 43. 9.6 2362.0 * 1 2155 264 0. .0 2353.9
1 0520 65 83. 52.5 2380.5 * 1 1340 165 43. 9.3 2361.8 * 1 2200 265 0. .0 2353.9
1 0525 66 83. 52.5 2380.5 * 1 1345 166 42. 9.0 2361.6 * 1 2205 266 0. .0 2353.9
1 0530 67 83. 52.4 2380.5 * 1 1350 167 42. 8.7 2361.4 * 1 2210 267 0. .0 2353.9
1 0535 68 83. 52.2 2380.4 * 1 1355 168 41. 8.5 2361.2 * 1 2215 268 0. .0 2353.9
1 0540 69 83. 51.9 2380.3 * 1 1400 169 40. 8.2 2361.0 * 1 2220 269 0. .0 2353.9
1 0545 70 82. 51.6 2380.2 * 1 1405 170 40. 7.9 2360.8 * 1 2225 270 0. .0 2353.9
1 0550 71 82. 51.2 2380.1 * 1 1410 171 39. 7.6 2360.6 * 1 2230 271 0. .0 2353.9
1 0555 72 82. 50.9 2380.0 * 1 1415 172 38. 7.4 2360.4 * 1 2235 272 0. .0 2353.9
1 0600 73 82. 50.4 2379.9 * 1 1420 173 38. 7.1 2360.3 * 1 2240 273 0. .0 2353.9
1 0605 74 82. 50.0 2379.8 * 1 1425 174 37. 6.8 2360.1 * 1 2245 274 0. .0 2353.9
1 0610 75 82. 49.6 2379.7 * 1 1430 175 36. 6.6 2359.9 * 1 2250 275 0. .0 2353.9
1 0615 76 81. 49.1 2379.5 * 1 1435 176 36. 6.3 2359.7 * 1 2255 276 0. .0 2353.9
1 0620 77 81. 48.6 2379.4 * 1 1440 177 35. 6.1 2359.5 * 1 2300 277 0. .0 2353.9
1 0625 78 81. 48.1 2379.3 * 1 1445 178 35. 5.9 2359.4 * 1 2305 278 0. .0 2353.9
1 0630 79 81. 47.6 2379.1 * 1 1450 179 34. 5.6 2359.2 * 1 2310 279 0. .0 2353.9
1 0635 80 80. 47.1 2379.0 * 1 1455 180 33. 5.4 2359.1 * 1 2315 280 0. .0 2353.9
1 0640 81 80. 46.6 2378.8 * 1 1500 181 33. 5.2 2358.9 * 1 2320 281 0. .0 2353.9
1 0645 82 80. 46.0 2378.6 * 1 1505 182 32. 4.9 2358.7 * 1 2325 282 0. .0 2353.9
1 0650 83 80. 45.5 2378.5 * 1 1510 183 31. 4.7 2358.6 * 1 2330 283 0. .0 2353.9
1 0655 84 79. 44.9 2378.3 * 1 1515 184 30. 4.5 2358.4 * 1 2335 284 0. .0 2353.9
1 0700 85 79. 44.4 2378.2 * 1 1520 185 30. 4.3 2358.3 * 1 2340 285 0. .0 2353.9
1 0705 86 79. 43.9 2378.0 * 1 1525 186 29. 4.1 2358.1 * 1 2345 286 0. .0 2353.9
1 0710 87 78. 43.3 2377.8 * 1 1530 187 28. 3.9 2358.0 * 1 2350 287 0. .0 2353.9
1 0715 88 78. 42.8 2377.7 * 1 1535 188 28. 3.7 2357.8 * 1 2355 288 0. .0 2353.9
1 0720 89 78. 42.2 2377.5 * 1 1540 189 27. 3.5 2357.7 * 2 0000 289 0. .0 2353.9
1 0725 90 78. 41.7 2377.3 * 1 1545 190 26. 3.3 2357.5 * 2 0005 290 0. .0 2353.9
1 0730 91 77. 41.2 2377.2 * 1 1550 191 26. 3.2 2357.4 * 2 0010 291 0. .0 2353.9
1 0735 92 77. 40.6 2377.0 * 1 1555 192 25. 3.0 2357.3 * 2 0015 292 0. .0 2353.9
1 0740 93 77. 40.1 2376.8 * 1 1600 193 24. 2.8 2357.2 * 2 0020 293 0. .0 2353.9
1 0745 94 76. 39.6 2376.7 * 1 1605 194 24. 2.6 2357.0 * 2 0025 294 0. .0 2353.9
1 0750 95 76. 39.1 2376.5 * 1 1610 195 23. 2.5 2356.9 * 2 0030 295 0. .0 2353.9
1 0755 96 76. 38.5 2376.3 * 1 1615 196 21. 2.3 2356.7 * 2 0035 296 0. .0 2353.9
1 0800 97 76. 38.0 2376.2 * 1 1620 197 20. 2.2 2356.5 * 2 0040 297 0. .0 2353.9
1 0805 98 75. 37.5 2376.0 * 1 1625 198 19. 2.1 2356.4 * 2 0045 298 0. .0 2353.9
1 0810 99 75. 37.0 2375.8 * 1 1630 199 18. 1.9 2356.2 * 2 0050 299 0. .0 2353.9
1 0815 100 75. 36.5 2375.7 * 1 1635 200 17. 1.8 2356.1 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 83. 5.42 77. 36. 34. 34.
(INCHES) 1.022 1.881 1.881 1.881
(AC-FT) 38. 71. 71. 71.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
52. 5.42 42. 14. 14. 14.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2380.48 5.42 2377.29 2362.95 2362.62 2362.62
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .89
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 74. 35.2 2375.2 * 1 1640 201 14. 1.6 2355.7
1 0005 2 0. .0 2353.9 * 1 0825 102 74. 34.7 2375.1 * 1 1645 202 13. 1.5 2355.6
1 0010 3 0. .0 2353.9 * 1 0830 103 73. 34.2 2374.9 * 1 1650 203 12. 1.4 2355.5
1 0015 4 0. .0 2353.9 * 1 0835 104 73. 33.7 2374.7 * 1 1655 204 12. 1.3 2355.4
1 0020 5 0. .0 2353.9 * 1 0840 105 73. 33.2 2374.5 * 1 1700 205 11. 1.2 2355.3
1 0025 6 0. .0 2353.9 * 1 0845 106 72. 32.7 2374.4 * 1 1705 206 10. 1.1 2355.2
1 0030 7 0. .0 2353.9 * 1 0850 107 72. 32.2 2374.2 * 1 1710 207 10. 1.1 2355.2
1 0035 8 1. .1 2354.0 * 1 0855 108 72. 31.7 2374.0 * 1 1715 208 9. 1.0 2355.1
1 0040 9 1. .1 2354.1 * 1 0900 109 71. 31.2 2373.8 * 1 1720 209 9. .9 2355.0
1 0045 10 2. .2 2354.2 * 1 0905 110 71. 30.7 2373.7 * 1 1725 210 8. .9 2354.9
1 0050 11 3. .3 2354.3 * 1 0910 111 71. 30.2 2373.5 * 1 1730 211 8. .8 2354.9
1 0055 12 4. .4 2354.4 * 1 0915 112 70. 29.7 2373.3 * 1 1735 212 7. .8 2354.8
1 0100 13 4. .4 2354.4 * 1 0920 113 70. 29.2 2373.2 * 1 1740 213 7. .7 2354.8
1 0105 14 4. .5 2354.5 * 1 0925 114 70. 28.8 2373.0 * 1 1745 214 6. .7 2354.7
1 0110 15 4. .5 2354.5 * 1 0930 115 69. 28.3 2372.7 * 1 1750 215 6. .6 2354.7
1 0115 16 5. .5 2354.5 * 1 0935 116 69. 27.8 2372.5 * 1 1755 216 6. .6 2354.6
1 0120 17 5. .5 2354.5 * 1 0940 117 68. 27.3 2372.3 * 1 1800 217 5. .6 2354.6
1 0125 18 5. .5 2354.5 * 1 0945 118 68. 26.9 2372.1 * 1 1805 218 5. .5 2354.5
1 0130 19 5. .6 2354.6 * 1 0950 119 67. 26.4 2371.8 * 1 1810 219 5. .5 2354.5
1 0135 20 6. .7 2354.7 * 1 0955 120 67. 25.9 2371.6 * 1 1815 220 4. .5 2354.5
1 0140 21 7. .8 2354.9 * 1 1000 121 67. 25.5 2371.4 * 1 1820 221 4. .4 2354.4
1 0145 22 9. 1.0 2355.0 * 1 1005 122 66. 25.0 2371.2 * 1 1825 222 4. .4 2354.4
1 0150 23 10. 1.1 2355.3 * 1 1010 123 66. 24.6 2371.0 * 1 1830 223 4. .4 2354.4
1 0155 24 12. 1.3 2355.5 * 1 1015 124 65. 24.1 2370.7 * 1 1835 224 3. .4 2354.3
1 0200 25 14. 1.5 2355.7 * 1 1020 125 65. 23.7 2370.5 * 1 1840 225 3. .3 2354.3
1 0205 26 15. 1.6 2355.8 * 1 1025 126 64. 23.2 2370.2 * 1 1845 226 3. .3 2354.3
1 0210 27 16. 1.7 2355.9 * 1 1030 127 64. 22.8 2370.0 * 1 1850 227 3. .3 2354.3
1 0215 28 16. 1.8 2356.0 * 1 1035 128 63. 22.4 2369.7 * 1 1855 228 3. .3 2354.2
1 0220 29 17. 1.9 2356.1 * 1 1040 129 63. 21.9 2369.5 * 1 1900 229 2. .3 2354.2
1 0225 30 18. 2.0 2356.3 * 1 1045 130 62. 21.5 2369.3 * 1 1905 230 2. .2 2354.2
1 0230 31 20. 2.2 2356.5 * 1 1050 131 62. 21.1 2369.0 * 1 1910 231 2. .2 2354.2
1 0235 32 22. 2.4 2356.7 * 1 1055 132 61. 20.6 2368.8 * 1 1915 232 2. .2 2354.2
1 0240 33 24. 2.6 2357.0 * 1 1100 133 60. 20.2 2368.5 * 1 1920 233 2. .2 2354.1
1 0245 34 24. 2.8 2357.1 * 1 1105 134 60. 19.8 2368.3 * 1 1925 234 2. .2 2354.1
1 0250 35 25. 3.0 2357.3 * 1 1110 135 59. 19.4 2368.0 * 1 1930 235 2. .2 2354.1
1 0255 36 26. 3.2 2357.4 * 1 1115 136 59. 19.0 2367.8 * 1 1935 236 2. .2 2354.1
1 0300 37 26. 3.4 2357.6 * 1 1120 137 58. 18.6 2367.6 * 1 1940 237 1. .2 2354.1
1 0305 38 27. 3.6 2357.7 * 1 1125 138 58. 18.2 2367.3 * 1 1945 238 1. .2 2354.1
1 0310 39 28. 3.8 2357.9 * 1 1130 139 57. 17.8 2367.1 * 1 1950 239 1. .1 2354.1
1 0315 40 29. 4.2 2358.2 * 1 1135 140 57. 17.4 2366.9 * 1 1955 240 1. .1 2354.1
1 0320 41 32. 4.8 2358.6 * 1 1140 141 56. 17.0 2366.6 * 1 2000 241 1. .1 2354.0
1 0325 42 35. 6.0 2359.5 * 1 1145 142 56. 16.6 2366.4 * 1 2005 242 1. .1 2354.0
1 0330 43 40. 7.9 2360.8 * 1 1150 143 55. 16.2 2366.2 * 1 2010 243 1. .1 2354.0
1 0335 44 46. 11.1 2362.9 * 1 1155 144 54. 15.9 2365.9 * 1 2015 244 1. .1 2354.0
1 0340 45 54. 15.6 2365.8 * 1 1200 145 54. 15.5 2365.7 * 1 2020 245 1. .1 2354.0
1 0345 46 62. 21.1 2369.0 * 1 1205 146 53. 15.1 2365.5 * 1 2025 246 1. .1 2354.0
1 0350 47 68. 26.6 2371.9 * 1 1210 147 53. 14.8 2365.3 * 1 2030 247 1. .1 2354.0
1 0355 48 72. 31.7 2374.0 * 1 1215 148 52. 14.4 2365.1 * 1 2035 248 1. .1 2354.0
1 0400 49 74. 36.0 2375.5 * 1 1220 149 52. 14.0 2364.8 * 1 2040 249 1. .1 2354.0
1 0405 50 76. 39.4 2376.6 * 1 1225 150 51. 13.7 2364.6 * 1 2045 250 1. .1 2354.0
1 0410 51 78. 42.0 2377.4 * 1 1230 151 50. 13.3 2364.4 * 1 2050 251 1. .1 2354.0
1 0415 52 79. 43.8 2378.0 * 1 1235 152 50. 13.0 2364.2 * 1 2055 252 1. .1 2354.0
1 0420 53 79. 45.1 2378.4 * 1 1240 153 49. 12.7 2363.9 * 1 2100 253 1. .1 2354.0
1 0425 54 80. 46.0 2378.6 * 1 1245 154 49. 12.3 2363.7 * 1 2105 254 1. .1 2354.0
1 0430 55 80. 46.6 2378.8 * 1 1250 155 48. 12.0 2363.5 * 1 2110 255 0. .1 2354.0
1 0435 56 80. 47.1 2379.0 * 1 1255 156 47. 11.7 2363.3 * 1 2115 256 0. .0 2354.0
1 0440 57 81. 47.7 2379.1 * 1 1300 157 47. 11.3 2363.1 * 1 2120 257 0. .0 2354.0
1 0445 58 81. 48.2 2379.3 * 1 1305 158 46. 11.0 2362.9 * 1 2125 258 0. .0 2354.0
1 0450 59 81. 48.8 2379.5 * 1 1310 159 46. 10.7 2362.7 * 1 2130 259 0. .0 2353.9
1 0455 60 81. 49.5 2379.6 * 1 1315 160 45. 10.4 2362.5 * 1 2135 260 0. .0 2353.9
1 0500 61 82. 50.1 2379.8 * 1 1320 161 44. 10.1 2362.3 * 1 2140 261 0. .0 2353.9
1 0505 62 82. 50.7 2380.0 * 1 1325 162 44. 9.8 2362.1 * 1 2145 262 0. .0 2353.9
1 0510 63 82. 51.1 2380.1 * 1 1330 163 43. 9.5 2361.9 * 1 2150 263 0. .0 2353.9
1 0515 64 82. 51.5 2380.2 * 1 1335 164 43. 9.2 2361.7 * 1 2155 264 0. .0 2353.9
1 0520 65 82. 51.6 2380.2 * 1 1340 165 42. 8.9 2361.5 * 1 2200 265 0. .0 2353.9
1 0525 66 82. 51.7 2380.2 * 1 1345 166 41. 8.6 2361.3 * 1 2205 266 0. .0 2353.9
1 0530 67 82. 51.6 2380.2 * 1 1350 167 41. 8.3 2361.1 * 1 2210 267 0. .0 2353.9
1 0535 68 82. 51.4 2380.2 * 1 1355 168 40. 8.0 2360.9 * 1 2215 268 0. .0 2353.9
1 0540 69 82. 51.1 2380.1 * 1 1400 169 39. 7.8 2360.7 * 1 2220 269 0. .0 2353.9
1 0545 70 82. 50.8 2380.0 * 1 1405 170 39. 7.5 2360.5 * 1 2225 270 0. .0 2353.9
1 0550 71 82. 50.4 2379.9 * 1 1410 171 38. 7.2 2360.3 * 1 2230 271 0. .0 2353.9
1 0555 72 82. 50.0 2379.8 * 1 1415 172 37. 7.0 2360.2 * 1 2235 272 0. .0 2353.9
1 0600 73 82. 49.6 2379.7 * 1 1420 173 37. 6.7 2360.0 * 1 2240 273 0. .0 2353.9
1 0605 74 81. 49.2 2379.6 * 1 1425 174 36. 6.5 2359.8 * 1 2245 274 0. .0 2353.9
1 0610 75 81. 48.7 2379.4 * 1 1430 175 35. 6.2 2359.6 * 1 2250 275 0. .0 2353.9
1 0615 76 81. 48.3 2379.3 * 1 1435 176 35. 6.0 2359.5 * 1 2255 276 0. .0 2353.9
1 0620 77 81. 47.8 2379.2 * 1 1440 177 34. 5.7 2359.3 * 1 2300 277 0. .0 2353.9
1 0625 78 80. 47.3 2379.0 * 1 1445 178 34. 5.5 2359.1 * 1 2305 278 0. .0 2353.9
1 0630 79 80. 46.8 2378.9 * 1 1450 179 33. 5.3 2359.0 * 1 2310 279 0. .0 2353.9
1 0635 80 80. 46.3 2378.7 * 1 1455 180 32. 5.0 2358.8 * 1 2315 280 0. .0 2353.9
1 0640 81 80. 45.7 2378.6 * 1 1500 181 31. 4.8 2358.6 * 1 2320 281 0. .0 2353.9
1 0645 82 79. 45.2 2378.4 * 1 1505 182 31. 4.6 2358.5 * 1 2325 282 0. .0 2353.9
1 0650 83 79. 44.7 2378.2 * 1 1510 183 30. 4.4 2358.3 * 1 2330 283 0. .0 2353.9
1 0655 84 79. 44.1 2378.1 * 1 1515 184 29. 4.2 2358.2 * 1 2335 284 0. .0 2353.9
1 0700 85 79. 43.6 2377.9 * 1 1520 185 29. 4.0 2358.0 * 1 2340 285 0. .0 2353.9
1 0705 86 78. 43.0 2377.7 * 1 1525 186 28. 3.8 2357.9 * 1 2345 286 0. .0 2353.9
1 0710 87 78. 42.5 2377.6 * 1 1530 187 27. 3.6 2357.7 * 1 2350 287 0. .0 2353.9
1 0715 88 78. 42.0 2377.4 * 1 1535 188 27. 3.4 2357.6 * 1 2355 288 0. .0 2353.9
1 0720 89 77. 41.4 2377.3 * 1 1540 189 26. 3.2 2357.5 * 2 0000 289 0. .0 2353.9
1 0725 90 77. 40.9 2377.1 * 1 1545 190 25. 3.1 2357.3 * 2 0005 290 0. .0 2353.9
1 0730 91 77. 40.4 2376.9 * 1 1550 191 25. 2.9 2357.2 * 2 0010 291 0. .0 2353.9
1 0735 92 77. 39.9 2376.8 * 1 1555 192 24. 2.7 2357.1 * 2 0015 292 0. .0 2353.9
1 0740 93 76. 39.3 2376.6 * 1 1600 193 23. 2.6 2357.0 * 2 0020 293 0. .0 2353.9
1 0745 94 76. 38.8 2376.4 * 1 1605 194 22. 2.4 2356.8 * 2 0025 294 0. .0 2353.9
1 0750 95 76. 38.3 2376.2 * 1 1610 195 21. 2.3 2356.6 * 2 0030 295 0. .0 2353.9
1 0755 96 75. 37.8 2376.1 * 1 1615 196 19. 2.1 2356.4 * 2 0035 296 0. .0 2353.9
1 0800 97 75. 37.2 2375.9 * 1 1620 197 18. 2.0 2356.3 * 2 0040 297 0. .0 2353.9
1 0805 98 75. 36.7 2375.7 * 1 1625 198 17. 1.9 2356.1 * 2 0045 298 0. .0 2353.9
1 0810 99 74. 36.2 2375.6 * 1 1630 199 16. 1.8 2356.0 * 2 0050 299 0. .0 2353.9
1 0815 100 74. 35.7 2375.4 * 1 1635 200 15. 1.7 2355.9 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 82. 5.42 77. 35. 34. 34.
(INCHES) 1.017 1.855 1.855 1.855
(AC-FT) 38. 70. 70. 70.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
52. 5.42 41. 14. 14. 14.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2380.25 5.42 2377.04 2362.79 2362.46 2362.46
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 73. 34.2 2374.9 * 1 1640 201 13. 1.4 2355.5
1 0005 2 0. .0 2353.9 * 1 0825 102 73. 33.7 2374.7 * 1 1645 202 12. 1.3 2355.4
1 0010 3 0. .0 2353.9 * 1 0830 103 73. 33.2 2374.6 * 1 1650 203 11. 1.2 2355.3
1 0015 4 0. .0 2353.9 * 1 0835 104 72. 32.7 2374.4 * 1 1655 204 10. 1.1 2355.3
1 0020 5 0. .0 2353.9 * 1 0840 105 72. 32.2 2374.2 * 1 1700 205 10. 1.1 2355.2
1 0025 6 0. .0 2353.9 * 1 0845 106 72. 31.7 2374.0 * 1 1705 206 9. 1.0 2355.1
1 0030 7 0. .0 2353.9 * 1 0850 107 71. 31.2 2373.9 * 1 1710 207 9. .9 2355.0
1 0035 8 1. .1 2354.0 * 1 0855 108 71. 30.8 2373.7 * 1 1715 208 8. .9 2355.0
1 0040 9 1. .1 2354.1 * 1 0900 109 71. 30.3 2373.5 * 1 1720 209 8. .8 2354.9
1 0045 10 2. .2 2354.2 * 1 0905 110 70. 29.8 2373.3 * 1 1725 210 7. .8 2354.8
1 0050 11 3. .3 2354.3 * 1 0910 111 70. 29.3 2373.2 * 1 1730 211 7. .7 2354.8
1 0055 12 3. .4 2354.4 * 1 0915 112 70. 28.8 2373.0 * 1 1735 212 6. .7 2354.7
1 0100 13 4. .4 2354.4 * 1 0920 113 69. 28.3 2372.8 * 1 1740 213 6. .6 2354.7
1 0105 14 4. .4 2354.4 * 1 0925 114 69. 27.9 2372.5 * 1 1745 214 6. .6 2354.6
1 0110 15 4. .5 2354.4 * 1 0930 115 68. 27.4 2372.3 * 1 1750 215 5. .6 2354.6
1 0115 16 4. .5 2354.5 * 1 0935 116 68. 26.9 2372.1 * 1 1755 216 5. .5 2354.5
1 0120 17 4. .5 2354.5 * 1 0940 117 67. 26.5 2371.9 * 1 1800 217 5. .5 2354.5
1 0125 18 5. .5 2354.5 * 1 0945 118 67. 26.0 2371.7 * 1 1805 218 4. .5 2354.5
1 0130 19 5. .6 2354.6 * 1 0950 119 67. 25.5 2371.4 * 1 1810 219 4. .4 2354.4
1 0135 20 6. .7 2354.7 * 1 0955 120 66. 25.1 2371.2 * 1 1815 220 4. .4 2354.4
1 0140 21 7. .8 2354.8 * 1 1000 121 66. 24.6 2371.0 * 1 1820 221 4. .4 2354.4
1 0145 22 8. .9 2355.0 * 1 1005 122 65. 24.2 2370.7 * 1 1825 222 3. .4 2354.3
1 0150 23 10. 1.1 2355.2 * 1 1010 123 65. 23.7 2370.5 * 1 1830 223 3. .3 2354.3
1 0155 24 12. 1.3 2355.4 * 1 1015 124 64. 23.3 2370.2 * 1 1835 224 3. .3 2354.3
1 0200 25 13. 1.4 2355.6 * 1 1020 125 64. 22.8 2370.0 * 1 1840 225 3. .3 2354.3
1 0205 26 14. 1.6 2355.8 * 1 1025 126 63. 22.4 2369.8 * 1 1845 226 3. .3 2354.2
1 0210 27 15. 1.7 2355.9 * 1 1030 127 63. 22.0 2369.5 * 1 1850 227 2. .3 2354.2
1 0215 28 16. 1.7 2356.0 * 1 1035 128 62. 21.5 2369.3 * 1 1855 228 2. .3 2354.2
1 0220 29 16. 1.8 2356.0 * 1 1040 129 62. 21.1 2369.0 * 1 1900 229 2. .2 2354.2
1 0225 30 18. 1.9 2356.2 * 1 1045 130 61. 20.7 2368.8 * 1 1905 230 2. .2 2354.2
1 0230 31 19. 2.1 2356.4 * 1 1050 131 61. 20.3 2368.6 * 1 1910 231 2. .2 2354.1
1 0235 32 21. 2.3 2356.7 * 1 1055 132 60. 19.9 2368.3 * 1 1915 232 2. .2 2354.1
1 0240 33 23. 2.5 2356.9 * 1 1100 133 59. 19.4 2368.1 * 1 1920 233 2. .2 2354.1
1 0245 34 24. 2.7 2357.1 * 1 1105 134 59. 19.0 2367.8 * 1 1925 234 2. .2 2354.1
1 0250 35 25. 2.9 2357.2 * 1 1110 135 58. 18.6 2367.6 * 1 1930 235 1. .2 2354.1
1 0255 36 25. 3.1 2357.4 * 1 1115 136 58. 18.2 2367.4 * 1 1935 236 1. .2 2354.1
1 0300 37 26. 3.3 2357.5 * 1 1120 137 57. 17.8 2367.1 * 1 1940 237 1. .1 2354.1
1 0305 38 27. 3.5 2357.6 * 1 1125 138 57. 17.4 2366.9 * 1 1945 238 1. .1 2354.1
1 0310 39 28. 3.7 2357.8 * 1 1130 139 56. 17.1 2366.7 * 1 1950 239 1. .1 2354.1
1 0315 40 29. 4.1 2358.1 * 1 1135 140 56. 16.7 2366.4 * 1 1955 240 1. .1 2354.0
1 0320 41 31. 4.7 2358.6 * 1 1140 141 55. 16.3 2366.2 * 1 2000 241 1. .1 2354.0
1 0325 42 35. 5.9 2359.4 * 1 1145 142 54. 15.9 2366.0 * 1 2005 242 1. .1 2354.0
1 0330 43 39. 7.8 2360.7 * 1 1150 143 54. 15.5 2365.7 * 1 2010 243 1. .1 2354.0
1 0335 44 46. 10.8 2362.8 * 1 1155 144 53. 15.2 2365.5 * 1 2015 244 1. .1 2354.0
1 0340 45 54. 15.3 2365.6 * 1 1200 145 53. 14.8 2365.3 * 1 2020 245 1. .1 2354.0
1 0345 46 61. 20.6 2368.8 * 1 1205 146 52. 14.4 2365.1 * 1 2025 246 1. .1 2354.0
1 0350 47 67. 26.1 2371.7 * 1 1210 147 52. 14.1 2364.9 * 1 2030 247 1. .1 2354.0
1 0355 48 71. 31.1 2373.8 * 1 1215 148 51. 13.7 2364.6 * 1 2035 248 1. .1 2354.0
1 0400 49 74. 35.3 2375.3 * 1 1220 149 50. 13.4 2364.4 * 1 2040 249 1. .1 2354.0
1 0405 50 76. 38.6 2376.4 * 1 1225 150 50. 13.0 2364.2 * 1 2045 250 1. .1 2354.0
1 0410 51 77. 41.1 2377.2 * 1 1230 151 49. 12.7 2364.0 * 1 2050 251 1. .1 2354.0
1 0415 52 78. 43.0 2377.7 * 1 1235 152 49. 12.4 2363.8 * 1 2055 252 1. .1 2354.0
1 0420 53 79. 44.2 2378.1 * 1 1240 153 48. 12.0 2363.5 * 1 2100 253 0. .1 2354.0
1 0425 54 79. 45.1 2378.4 * 1 1245 154 48. 11.7 2363.3 * 1 2105 254 0. .0 2354.0
1 0430 55 80. 45.7 2378.5 * 1 1250 155 47. 11.4 2363.1 * 1 2110 255 0. .0 2354.0
1 0435 56 80. 46.2 2378.7 * 1 1255 156 46. 11.0 2362.9 * 1 2115 256 0. .0 2354.0
1 0440 57 80. 46.7 2378.8 * 1 1300 157 46. 10.7 2362.7 * 1 2120 257 0. .0 2353.9
1 0445 58 80. 47.3 2379.0 * 1 1305 158 45. 10.4 2362.5 * 1 2125 258 0. .0 2353.9
1 0450 59 81. 47.9 2379.2 * 1 1310 159 44. 10.1 2362.3 * 1 2130 259 0. .0 2353.9
1 0455 60 81. 48.5 2379.4 * 1 1315 160 44. 9.8 2362.1 * 1 2135 260 0. .0 2353.9
1 0500 61 81. 49.1 2379.5 * 1 1320 161 43. 9.5 2361.9 * 1 2140 261 0. .0 2353.9
1 0505 62 82. 49.6 2379.7 * 1 1325 162 43. 9.2 2361.7 * 1 2145 262 0. .0 2353.9
1 0510 63 82. 50.1 2379.8 * 1 1330 163 42. 8.9 2361.5 * 1 2150 263 0. .0 2353.9
1 0515 64 82. 50.4 2379.9 * 1 1335 164 41. 8.6 2361.3 * 1 2155 264 0. .0 2353.9
1 0520 65 82. 50.6 2379.9 * 1 1340 165 41. 8.3 2361.1 * 1 2200 265 0. .0 2353.9
1 0525 66 82. 50.6 2380.0 * 1 1345 166 40. 8.1 2360.9 * 1 2205 266 0. .0 2353.9
1 0530 67 82. 50.5 2379.9 * 1 1350 167 40. 7.8 2360.7 * 1 2210 267 0. .0 2353.9
1 0535 68 82. 50.3 2379.9 * 1 1355 168 39. 7.5 2360.5 * 1 2215 268 0. .0 2353.9
1 0540 69 82. 50.0 2379.8 * 1 1400 169 38. 7.3 2360.4 * 1 2220 269 0. .0 2353.9
1 0545 70 82. 49.7 2379.7 * 1 1405 170 37. 7.0 2360.2 * 1 2225 270 0. .0 2353.9
1 0550 71 81. 49.3 2379.6 * 1 1410 171 37. 6.7 2360.0 * 1 2230 271 0. .0 2353.9
1 0555 72 81. 49.0 2379.5 * 1 1415 172 36. 6.5 2359.8 * 1 2235 272 0. .0 2353.9
1 0600 73 81. 48.6 2379.4 * 1 1420 173 36. 6.2 2359.7 * 1 2240 273 0. .0 2353.9
1 0605 74 81. 48.1 2379.3 * 1 1425 174 35. 6.0 2359.5 * 1 2245 274 0. .0 2353.9
1 0610 75 81. 47.7 2379.1 * 1 1430 175 34. 5.8 2359.3 * 1 2250 275 0. .0 2353.9
1 0615 76 80. 47.2 2379.0 * 1 1435 176 34. 5.5 2359.2 * 1 2255 276 0. .0 2353.9
1 0620 77 80. 46.8 2378.9 * 1 1440 177 33. 5.3 2359.0 * 1 2300 277 0. .0 2353.9
1 0625 78 80. 46.3 2378.7 * 1 1445 178 32. 5.1 2358.8 * 1 2305 278 0. .0 2353.9
1 0630 79 80. 45.8 2378.6 * 1 1450 179 32. 4.9 2358.7 * 1 2310 279 0. .0 2353.9
1 0635 80 79. 45.2 2378.4 * 1 1455 180 31. 4.6 2358.5 * 1 2315 280 0. .0 2353.9
1 0640 81 79. 44.7 2378.2 * 1 1500 181 30. 4.4 2358.3 * 1 2320 281 0. .0 2353.9
1 0645 82 79. 44.2 2378.1 * 1 1505 182 29. 4.2 2358.2 * 1 2325 282 0. .0 2353.9
1 0650 83 79. 43.6 2377.9 * 1 1510 183 29. 4.0 2358.1 * 1 2330 283 0. .0 2353.9
1 0655 84 78. 43.1 2377.8 * 1 1515 184 28. 3.8 2357.9 * 1 2335 284 0. .0 2353.9
1 0700 85 78. 42.6 2377.6 * 1 1520 185 27. 3.6 2357.8 * 1 2340 285 0. .0 2353.9
1 0705 86 78. 42.0 2377.4 * 1 1525 186 27. 3.5 2357.6 * 1 2345 286 0. .0 2353.9
1 0710 87 78. 41.5 2377.3 * 1 1530 187 26. 3.3 2357.5 * 1 2350 287 0. .0 2353.9
1 0715 88 77. 41.0 2377.1 * 1 1535 188 25. 3.1 2357.4 * 1 2355 288 0. .0 2353.9
1 0720 89 77. 40.4 2377.0 * 1 1540 189 25. 2.9 2357.2 * 2 0000 289 0. .0 2353.9
1 0725 90 77. 39.9 2376.8 * 1 1545 190 24. 2.7 2357.1 * 2 0005 290 0. .0 2353.9
1 0730 91 76. 39.4 2376.6 * 1 1550 191 24. 2.6 2357.0 * 2 0010 291 0. .0 2353.9
1 0735 92 76. 38.9 2376.4 * 1 1555 192 22. 2.4 2356.8 * 2 0015 292 0. .0 2353.9
1 0740 93 76. 38.3 2376.3 * 1 1600 193 21. 2.3 2356.6 * 2 0020 293 0. .0 2353.9
1 0745 94 75. 37.8 2376.1 * 1 1605 194 20. 2.1 2356.5 * 2 0025 294 0. .0 2353.9
1 0750 95 75. 37.3 2375.9 * 1 1610 195 18. 2.0 2356.3 * 2 0030 295 0. .0 2353.9
1 0755 96 75. 36.8 2375.8 * 1 1615 196 17. 1.9 2356.1 * 2 0035 296 0. .0 2353.9
1 0800 97 75. 36.3 2375.6 * 1 1620 197 16. 1.8 2356.0 * 2 0040 297 0. .0 2353.9
1 0805 98 74. 35.8 2375.4 * 1 1625 198 15. 1.7 2355.9 * 2 0045 298 0. .0 2353.9
1 0810 99 74. 35.3 2375.3 * 1 1630 199 14. 1.6 2355.8 * 2 0050 299 0. .0 2353.9
1 0815 100 74. 34.7 2375.1 * 1 1635 200 13. 1.5 2355.6 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 82. 5.42 76. 34. 33. 33.
(INCHES) 1.009 1.822 1.822 1.822
(AC-FT) 38. 68. 68. 68.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
51. 5.42 40. 14. 13. 13.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2379.95 5.42 2376.74 2362.59 2362.27 2362.27
CUMULATIVE AREA = .70 SQ MI
1
PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS
FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES
TIME TO PEAK IN HOURS
RATIOS APPLIED TO PRECIPITATION
OPERATION STATION AREA PLAN RATIO 1 RATIO 2 RATIO 3 RATIO 4 RATIO 5 RATIO 6 RATIO 7 RATIO 8 RATIO 9
.99 .98 .95 .93 .92 .91 .90 .89 .88
HYDROGRAPH AT
+ FW01 .32 1 FLOW 173. 168. 159. 150. 147. 144. 142. 140. 136.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RFW1 .32 1 FLOW 172. 167. 158. 146. 143. 141. 139. 137. 133.
TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FW02 .24 1 FLOW 154. 150. 143. 136. 133. 131. 130. 127. 125.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CFW2 .56 1 FLOW 319. 310. 294. 275. 268. 264. 261. 256. 250.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFW2 .56 1 FLOW 319. 310. 294. 274. 268. 264. 261. 256. 250.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FW03 .25 1 FLOW 258. 253. 245. 236. 233. 230. 229. 226. 222.
TIME 3.75 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CFW3 .82 1 FLOW 543. 529. 504. 477. 468. 461. 456. 449. 439.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFW3 .82 1 FLOW 534. 525. 500. 470. 463. 459. 450. 442. 438.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FW5 .52 1 FLOW 449. 440. 425. 410. 404. 400. 397. 392. 386.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CFW5 1.34 1 FLOW 980. 962. 922. 878. 865. 857. 845. 832. 822.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
DIVERSION TO
+ DFW11 1.34 1 FLOW 210. 210. 210. 210. 210. 210. 210. 210. 210.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.58 3.58 3.58
HYDROGRAPH AT
+ DFW5 1.34 1 FLOW 770. 752. 712. 668. 655. 647. 635. 622. 612.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RDFW5 1.34 1 FLOW 768. 748. 708. 664. 652. 644. 631. 619. 608.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CE2EA-C .13 1 FLOW 101. 99. 95. 91. 89. 88. 88. 86. 85.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCE2EA .13 1 FLOW 102. 100. 96. 92. 91. 89. 89. 87. 86.
TIME 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25
HYDROGRAPH AT
+ R4C1 .27 1 FLOW 288. 283. 274. 265. 262. 259. 257. 255. 251.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CR4C1 1.74 1 FLOW 1085. 1058. 1006. 950. 934. 922. 906. 890. 875.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCR4C1 1.74 1 FLOW 1075. 1048. 996. 941. 925. 910. 895. 880. 863.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CE2EC .26 1 FLOW 212. 206. 197. 188. 185. 182. 180. 178. 174.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCE2EC .26 1 FLOW 213. 208. 199. 190. 186. 184. 182. 179. 175.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CE2ED-C .31 1 FLOW 319. 313. 303. 292. 288. 285. 283. 280. 276.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCE2ED-C .58 1 FLOW 519. 508. 489. 470. 463. 458. 454. 448. 440.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
DIVERSION TO
+ DCPS03 .58 1 FLOW 265. 260. 252. 244. 241. 239. 237. 234. 231.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCCE2ED .58 1 FLOW 255. 248. 237. 227. 222. 219. 217. 213. 209.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDCCE2ED .58 1 FLOW 256. 250. 240. 229. 225. 222. 220. 217. 213.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ CE3FA .36 1 FLOW 385. 378. 367. 355. 350. 347. 345. 341. 336.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CCE3FA 2.67 1 FLOW 1667. 1627. 1552. 1475. 1450. 1429. 1409. 1387. 1361.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCE3FA 2.67 1 FLOW 1663. 1622. 1548. 1470. 1446. 1425. 1405. 1383. 1357.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ PS01-C .41 1 FLOW 333. 326. 312. 299. 294. 291. 288. 284. 279.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RPS01-C .41 1 FLOW 332. 325. 311. 298. 293. 289. 286. 283. 277.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ PS03 .19 1 FLOW 242. 237. 229. 221. 218. 216. 214. 211. 208.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CPS03 .60 1 FLOW 534. 521. 501. 482. 473. 468. 464. 457. 449.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ ED01 .25 1 FLOW 210. 205. 197. 188. 185. 183. 181. 179. 176.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RED01 .25 1 FLOW 211. 206. 198. 190. 186. 184. 182. 180. 177.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ ED02 .31 1 FLOW 281. 275. 265. 255. 251. 248. 246. 243. 239.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ ED11 .24 1 FLOW 196. 192. 184. 176. 173. 171. 169. 167. 164.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ ED12 .20 1 FLOW 211. 207. 200. 192. 190. 188. 186. 184. 181.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CED12 .44 1 FLOW 404. 395. 380. 365. 359. 355. 352. 347. 341.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCED12 .44 1 FLOW 407. 398. 383. 368. 362. 358. 355. 350. 344.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ ED13 .21 1 FLOW 217. 213. 206. 199. 196. 194. 193. 191. 188.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CED13 .65 1 FLOW 611. 598. 577. 555. 547. 541. 536. 529. 521.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCED13 .65 1 FLOW 607. 593. 572. 551. 542. 536. 531. 524. 515.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
3 COMBINED AT
+ CED02 1.21 1 FLOW 1082. 1057. 1018. 979. 963. 952. 943. 930. 914.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCED02 1.21 1 FLOW 1072. 1048. 1008. 970. 953. 941. 933. 920. 905.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCPS03 .00 1 FLOW 265. 260. 252. 244. 241. 239. 237. 234. 231.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDPS03 .00 1 FLOW 261. 255. 249. 239. 235. 233. 232. 230. 228.
TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00
3 COMBINED AT
+ CCPS03 1.81 1 FLOW 1791. 1751. 1688. 1624. 1596. 1578. 1564. 1545. 1521.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCPS03 1.81 1 FLOW 1777. 1736. 1677. 1610. 1580. 1565. 1548. 1533. 1506.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ PS06-C .39 1 FLOW 440. 431. 417. 403. 397. 393. 390. 386. 380.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CPS06 2.20 1 FLOW 2137. 2089. 2019. 1941. 1906. 1888. 1869. 1850. 1818.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCPS06 4.88 1 FLOW 3732. 3639. 3494. 3340. 3281. 3240. 3204. 3165. 3104.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCPS06 4.88 1 FLOW 3701. 3610. 3465. 3318. 3263. 3224. 3189. 3146. 3091.
TIME 3.92 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FW09 .25 1 FLOW 282. 277. 268. 260. 257. 254. 253. 250. 247.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
DIVERSION TO
+ DSM .25 1 FLOW 142. 137. 128. 120. 117. 114. 113. 110. 107.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ DSPM .25 1 FLOW 140. 140. 140. 140. 140. 140. 140. 140. 140.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RDSPM .25 1 FLOW 140. 140. 140. 140. 140. 140. 140. 140. 140.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CE3FD-C .28 1 FLOW 298. 293. 284. 275. 271. 269. 267. 264. 261.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCE3FD-C .54 1 FLOW 438. 433. 424. 415. 411. 409. 407. 404. 401.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCE3FD .54 1 FLOW 434. 429. 420. 411. 408. 405. 404. 401. 397.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CRCPS06 5.41 1 FLOW 4135. 4035. 3881. 3720. 3658. 3614. 3578. 3534. 3474.
TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92 4.00
ROUTED TO
+ RCRCPS06 5.41 1 FLOW 4110. 4021. 3868. 3712. 3653. 3614. 3576. 3530. 3472.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ PS08 .18 1 FLOW 237. 233. 225. 218. 215. 213. 211. 209. 206.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CPS08 5.59 1 FLOW 4246. 4144. 3983. 3819. 3755. 3712. 3674. 3629. 3567.
TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92 4.00
HYDROGRAPH AT
+ ED05-C .44 1 FLOW 394. 387. 374. 361. 356. 352. 349. 345. 340.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RED05-C .44 1 FLOW 390. 383. 371. 358. 354. 351. 347. 342. 337.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCPS08 6.03 1 FLOW 4630. 4523. 4347. 4172. 4107. 4063. 4021. 3968. 3904.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCPS08 6.03 1 FLOW 4612. 4511. 4342. 4169. 4106. 4060. 4019. 3968. 3902.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ ED10-C .22 1 FLOW 247. 242. 234. 226. 222. 220. 218. 216. 213.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CED10-C 6.25 1 FLOW 4794. 4680. 4499. 4318. 4246. 4196. 4155. 4104. 4034.
TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92 4.00
ROUTED TO
+ RCED10-C 6.25 1 FLOW 4766. 4662. 4486. 4308. 4244. 4194. 4153. 4100. 4032.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA06-C .20 1 FLOW 226. 221. 215. 208. 205. 203. 202. 200. 197.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RSA06-C .20 1 FLOW 223. 219. 212. 208. 203. 200. 199. 198. 196.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ SA08 .22 1 FLOW 293. 288. 279. 271. 267. 265. 263. 260. 257.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CSA08 .42 1 FLOW 486. 478. 462. 449. 441. 437. 435. 432. 424.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCSA08 6.67 1 FLOW 5179. 5057. 4863. 4670. 4593. 4537. 4493. 4442. 4370.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
DIVERSION TO
+ DSAHARA 6.67 1 FLOW 3729. 3607. 3413. 3220. 3143. 3087. 3043. 2992. 2920.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCCSA08 6.67 1 FLOW 1450. 1450. 1450. 1450. 1450. 1450. 1450. 1450. 1450.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75
ROUTED TO
+ RCCSA08 6.67 1 FLOW 1456. 1456. 1457. 1458. 1458. 1458. 1459. 1459. 1457.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH14-C .17 1 FLOW 163. 160. 155. 150. 147. 146. 145. 143. 141.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCH14-C .17 1 FLOW 161. 159. 154. 148. 146. 146. 145. 144. 142.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK09-C .38 1 FLOW 303. 297. 288. 278. 274. 271. 269. 266. 262.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08
2 COMBINED AT
+ COK09-C .55 1 FLOW 461. 453. 438. 423. 417. 413. 411. 406. 400.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCOK09-C .55 1 FLOW 459. 451. 436. 421. 415. 412. 409. 405. 399.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ OK10 .31 1 FLOW 309. 303. 293. 282. 278. 275. 273. 270. 266.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ COK10 .85 1 FLOW 735. 721. 697. 672. 663. 657. 653. 646. 636.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCOK10 .85 1 FLOW 729. 715. 690. 666. 656. 651. 648. 638. 630.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK11-C .31 1 FLOW 253. 248. 239. 231. 227. 225. 223. 221. 217.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ 1COK11C 1.16 1 FLOW 981. 962. 928. 895. 882. 874. 870. 857. 845.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ COK11C 7.83 1 FLOW 2431. 2412. 2378. 2345. 2332. 2324. 2320. 2307. 2295.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCOK11C 7.83 1 FLOW 2426. 2406. 2375. 2342. 2329. 2320. 2315. 2305. 2293.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WAL1 .21 1 FLOW 213. 209. 201. 194. 191. 188. 187. 185. 182.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RWAL1 .21 1 FLOW 212. 207. 200. 193. 190. 188. 186. 184. 181.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WAL2 .25 1 FLOW 207. 202. 194. 186. 183. 181. 179. 176. 173.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CWAL2 .45 1 FLOW 418. 408. 392. 377. 370. 366. 363. 358. 352.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCWAL2 8.28 1 FLOW 2822. 2793. 2746. 2700. 2679. 2668. 2659. 2644. 2626.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCWAL2 8.28 1 FLOW 2803. 2776. 2730. 2682. 2661. 2649. 2641. 2627. 2607.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 3.92 3.92
HYDROGRAPH AT
+ CH15-C .24 1 FLOW 262. 257. 249. 240. 237. 234. 232. 230. 226.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCH15-C .24 1 FLOW 263. 258. 249. 241. 237. 235. 233. 230. 227.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH18-C .29 1 FLOW 309. 303. 292. 282. 278. 275. 273. 269. 265.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH18-C .53 1 FLOW 549. 538. 519. 501. 493. 488. 484. 478. 471.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH18-C .53 1 FLOW 547. 536. 517. 499. 491. 486. 483. 476. 469.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL92 .43 1 FLOW 279. 272. 261. 249. 244. 241. 239. 235. 231.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
DIVERSION TO
+ DAL93 .43 1 FLOW 108. 105. 101. 96. 95. 93. 92. 91. 89.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DAL92 .43 1 FLOW 171. 167. 160. 153. 150. 148. 146. 144. 141.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDAL92 .43 1 FLOW 170. 165. 158. 151. 149. 147. 145. 143. 140.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ AL95-C .19 1 FLOW 165. 161. 154. 148. 145. 143. 142. 140. 137.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL95 .62 1 FLOW 294. 286. 274. 262. 257. 253. 251. 247. 242.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCAL95-C .62 1 FLOW 293. 286. 273. 261. 256. 253. 250. 246. 241.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCCH18-C 1.15 1 FLOW 832. 814. 783. 751. 739. 730. 724. 714. 702.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCCH18C 1.15 1 FLOW 821. 803. 774. 744. 732. 723. 718. 707. 696.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH22-C .23 1 FLOW 253. 248. 241. 234. 231. 229. 227. 225. 222.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCH22 1.38 1 FLOW 1068. 1045. 1008. 971. 956. 945. 938. 926. 911.
TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCCH22 9.66 1 FLOW 3869. 3820. 3738. 3653. 3617. 3594. 3578. 3553. 3519.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCCH22 9.66 1 FLOW 3830. 3779. 3693. 3606. 3579. 3551. 3533. 3506. 3479.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92
HYDROGRAPH AT
+ AL96-C .18 1 FLOW 218. 214. 208. 201. 199. 197. 196. 194. 191.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL96 9.84 1 FLOW 4020. 3966. 3874. 3783. 3753. 3723. 3703. 3676. 3647.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCAL96 9.84 1 FLOW 3984. 3930. 3844. 3755. 3723. 3701. 3680. 3653. 3625.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ DAL93 .00 1 FLOW 108. 105. 101. 96. 95. 93. 92. 91. 89.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDAL93 .00 1 FLOW 108. 105. 101. 96. 95. 93. 93. 91. 89.
TIME 4.25 4.25 4.25 4.33 4.33 4.33 4.33 4.33 4.33
HYDROGRAPH AT
+ AL93-C .52 1 FLOW 540. 529. 511. 493. 486. 481. 477. 472. 465.
TIME 3.75 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CAL93 10.37 1 FLOW 4493. 4423. 4311. 4202. 4159. 4130. 4105. 4072. 4037.
TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ 1-GOLF .36 1 FLOW 345. 338. 325. 311. 306. 303. 300. 296. 291.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ R1-GOLF .36 1 FLOW 339. 331. 322. 306. 304. 302. 298. 291. 285.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 2a-OAK-C .31 1 FLOW 309. 302. 290. 279. 275. 272. 269. 266. 261.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ C2a-OAK .68 1 FLOW 634. 621. 597. 573. 567. 559. 553. 542. 532.
TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.75
ROUTED TO
+ RC2a-OAK .68 1 FLOW 636. 623. 598. 574. 567. 561. 554. 544. 534.
TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ 3-ELP-C .21 1 FLOW 251. 246. 237. 229. 225. 223. 221. 218. 215.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C3-ELP-C .88 1 FLOW 839. 823. 790. 760. 751. 740. 732. 720. 708.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RC3-ELPC .88 1 FLOW 835. 818. 786. 755. 746. 736. 727. 716. 704.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3a-OAK-C .43 1 FLOW 403. 393. 378. 362. 356. 352. 349. 344. 337.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ C3a-OAKC 1.32 1 FLOW 1201. 1176. 1131. 1086. 1071. 1057. 1046. 1030. 1012.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RC3aOAKC 1.32 1 FLOW 1198. 1175. 1129. 1084. 1069. 1055. 1042. 1027. 1009.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3-HOLM-C .33 1 FLOW 352. 345. 334. 322. 317. 314. 311. 308. 303.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ R3-HOLMC .33 1 FLOW 346. 339. 327. 316. 312. 308. 306. 302. 298.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 5-OAK-C .23 1 FLOW 257. 251. 242. 232. 229. 226. 224. 221. 217.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C5-OAK-C .56 1 FLOW 586. 573. 553. 533. 525. 519. 516. 509. 501.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ OAKEYIN 1.88 1 FLOW 1751. 1717. 1652. 1589. 1567. 1547. 1530. 1509. 1484.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ OAKEYDB 1.88 1 FLOW 32. 32. 32. 31. 31. 31. 31. 31. 31.
TIME 6.33 6.33 6.33 6.33 6.33 6.33 6.33 6.33 6.33
** PEAK STAGES IN FEET **
1 STAGE 45.40 45.16 44.76 44.34 44.18 44.07 43.98 43.85 43.69
TIME 6.33 6.33 6.33 6.33 6.33 6.33 6.33 6.33 6.33
ROUTED TO
+ OAKEYOT 1.88 1 FLOW 32. 32. 32. 31. 31. 31. 31. 31. 31.
TIME 6.50 6.50 6.50 6.50 6.50 6.50 6.50 6.50 6.50
HYDROGRAPH AT
+ SA01-C .26 1 FLOW 321. 315. 306. 296. 293. 290. 288. 285. 281.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RSA01-C .26 1 FLOW 322. 316. 307. 298. 294. 291. 289. 286. 283.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA05 .18 1 FLOW 212. 208. 202. 195. 193. 191. 189. 187. 185.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CSA05 .44 1 FLOW 503. 493. 478. 462. 456. 452. 449. 444. 437.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCSA05 .44 1 FLOW 495. 487. 472. 457. 451. 447. 445. 440. 434.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA06 .08 1 FLOW 119. 116. 113. 109. 108. 107. 106. 105. 104.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA06 .52 1 FLOW 566. 556. 538. 520. 513. 509. 505. 499. 492.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK06-C .17 1 FLOW 198. 194. 188. 181. 179. 177. 176. 174. 171.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ ROK06-C .17 1 FLOW 201. 197. 190. 184. 181. 179. 178. 176. 173.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK07 .24 1 FLOW 223. 218. 210. 202. 198. 196. 194. 192. 188.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
3 COMBINED AT
+ COK07 .93 1 FLOW 976. 957. 924. 891. 878. 870. 863. 852. 840.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK07 .93 1 FLOW 967. 948. 916. 883. 870. 861. 854. 844. 831.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK03-C .36 1 FLOW 402. 394. 381. 367. 362. 358. 356. 351. 346.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ ROK03-C .36 1 FLOW 401. 393. 380. 367. 362. 358. 356. 352. 346.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK04-C .20 1 FLOW 164. 160. 154. 148. 145. 143. 142. 140. 138.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
3 COMBINED AT
+ COK04-C 1.49 1 FLOW 1527. 1496. 1443. 1390. 1370. 1355. 1344. 1328. 1306.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK04-C 1.49 1 FLOW 1511. 1478. 1426. 1377. 1358. 1344. 1335. 1317. 1298.
TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK08 .08 1 FLOW 116. 114. 110. 106. 104. 103. 103. 101. 100.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ COK08 1.58 1 FLOW 1580. 1546. 1491. 1435. 1415. 1400. 1389. 1371. 1349.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCOK08 3.46 1 FLOW 1601. 1567. 1512. 1456. 1436. 1420. 1409. 1390. 1369.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCOK08 3.46 1 FLOW 1584. 1551. 1499. 1446. 1426. 1412. 1401. 1384. 1364.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH04-C .17 1 FLOW 234. 230. 223. 216. 213. 211. 209. 207. 204.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCH04-C .17 1 FLOW 230. 225. 219. 211. 209. 206. 205. 202. 200.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ CH05-C .16 1 FLOW 201. 197. 191. 185. 183. 181. 180. 178. 176.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH05-C .34 1 FLOW 422. 414. 401. 388. 383. 380. 377. 373. 368.
TIME 3.67 3.67 3.67 3.75 3.67 3.75 3.67 3.75 3.75
ROUTED TO
+ RCCH05-C .34 1 FLOW 423. 414. 400. 388. 383. 380. 377. 372. 368.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH09-C .38 1 FLOW 416. 408. 394. 381. 375. 371. 369. 364. 359.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH09-C .72 1 FLOW 838. 821. 794. 768. 759. 751. 746. 737. 727.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH09-C .72 1 FLOW 826. 807. 781. 754. 745. 739. 732. 724. 714.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH10 .28 1 FLOW 386. 379. 367. 355. 350. 347. 345. 341. 336.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CCH10 1.00 1 FLOW 1166. 1142. 1105. 1069. 1055. 1046. 1038. 1026. 1012.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH10 1.00 1 FLOW 1162. 1138. 1101. 1065. 1051. 1042. 1034. 1022. 1008.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ OK12 .05 1 FLOW 85. 83. 81. 78. 77. 77. 76. 76. 75.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ COK12 4.50 1 FLOW 2705. 2651. 2560. 2471. 2437. 2409. 2393. 2362. 2327.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK12 4.50 1 FLOW 2692. 2637. 2547. 2457. 2423. 2395. 2379. 2349. 2312.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH14B .22 1 FLOW 226. 222. 214. 206. 203. 201. 200. 197. 194.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH14B 4.72 1 FLOW 2915. 2856. 2758. 2661. 2624. 2595. 2577. 2544. 2504.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH14B 4.72 1 FLOW 2895. 2835. 2737. 2639. 2603. 2573. 2555. 2522. 2483.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK13 .10 1 FLOW 107. 105. 102. 99. 97. 96. 96. 95. 93.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ COK13 4.82 1 FLOW 3003. 2941. 2839. 2738. 2700. 2670. 2651. 2617. 2576.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK13 4.82 1 FLOW 2976. 2916. 2812. 2711. 2673. 2642. 2622. 2588. 2547.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ R1 .09 1 FLOW 110. 108. 104. 101. 99. 98. 98. 96. 95.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ PR1 .09 1 FLOW 72. 71. 68. 66. 65. 64. 64. 63. 62.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
** PEAK STAGES IN FEET **
1 STAGE 12.98 12.92 12.82 12.73 12.69 12.66 12.64 12.61 12.57
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RPR1 .09 1 FLOW 72. 71. 68. 66. 65. 64. 64. 63. 62.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ R3 .28 1 FLOW 317. 311. 301. 290. 286. 284. 281. 278. 274.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ R2 .05 1 FLOW 57. 56. 54. 52. 51. 51. 50. 50. 49.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CR2 .41 1 FLOW 415. 407. 393. 379. 373. 369. 367. 362. 357.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
DIVERSION TO
+ DAL00A .41 1 FLOW 265. 257. 243. 229. 223. 219. 217. 212. 207.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DCR2 .41 1 FLOW 150. 150. 150. 150. 150. 150. 150. 150. 150.
TIME 3.42 3.42 3.42 3.42 3.42 3.50 3.50 3.50 3.50
ROUTED TO
+ RDCR2 .41 1 FLOW 151. 151. 151. 151. 151. 151. 151. 151. 151.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ AL01A .12 1 FLOW 149. 146. 141. 136. 134. 133. 132. 130. 128.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CAL01A .53 1 FLOW 298. 295. 290. 285. 283. 282. 281. 280. 278.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCAL01A .53 1 FLOW 296. 293. 288. 283. 281. 280. 279. 278. 276.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ US .03 1 FLOW 42. 42. 40. 39. 38. 38. 37. 37. 36.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CUS .56 1 FLOW 335. 331. 325. 318. 316. 314. 313. 311. 309.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ AL04-C .18 1 FLOW 186. 183. 176. 170. 167. 166. 164. 162. 160.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RAL04-C .18 1 FLOW 183. 180. 173. 167. 165. 163. 161. 160. 157.
TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCUS .74 1 FLOW 506. 499. 487. 475. 470. 467. 464. 461. 456.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCUS .74 1 FLOW 504. 497. 485. 473. 468. 464. 462. 458. 454.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL05-C .23 1 FLOW 235. 230. 222. 214. 211. 209. 207. 205. 202.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ GS .04 1 FLOW 50. 49. 47. 46. 45. 44. 44. 44. 43.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ DGSR .04 1 FLOW 18. 18. 16. 15. 14. 14. 14. 13. 13.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ DGS .04 1 FLOW 32. 31. 31. 31. 31. 30. 30. 30. 30.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CAL05-C 1.01 1 FLOW 766. 754. 733. 713. 705. 700. 696. 689. 681.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL05-C 1.01 1 FLOW 754. 742. 722. 703. 695. 690. 686. 680. 672.
TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ BR3 .07 1 FLOW 111. 109. 105. 102. 100. 99. 99. 98. 96.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CBR3 1.08 1 FLOW 828. 815. 792. 770. 761. 755. 751. 743. 735.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCBR3 1.08 1 FLOW 821. 808. 785. 764. 754. 748. 744. 736. 728.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL09-C .16 1 FLOW 198. 194. 187. 180. 178. 176. 175. 173. 170.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RAL09-C .16 1 FLOW 190. 186. 186. 179. 176. 175. 173. 171. 168.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DGSR .00 1 FLOW 18. 18. 16. 15. 14. 14. 14. 13. 13.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RDGSR .00 1 FLOW 16. 18. 17. 16. 17. 15. 13. 10. 10.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00
HYDROGRAPH AT
+ AL11-C .13 1 FLOW 163. 160. 155. 151. 149. 147. 146. 145. 143.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
4 COMBINED AT
+ CAL11-C 1.38 1 FLOW 1174. 1154. 1126. 1093. 1079. 1070. 1064. 1052. 1039.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL11-C 1.38 1 FLOW 1157. 1138. 1110. 1078. 1064. 1055. 1049. 1039. 1025.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL10-C .05 1 FLOW 61. 60. 58. 56. 55. 55. 54. 54. 53.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CAL10-C 1.42 1 FLOW 1213. 1192. 1161. 1126. 1114. 1103. 1095. 1085. 1070.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL10-C 1.42 1 FLOW 1206. 1185. 1156. 1122. 1108. 1098. 1092. 1082. 1067.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL13-3 .06 1 FLOW 83. 82. 79. 76. 75. 74. 74. 73. 72.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CAL13-3 1.48 1 FLOW 1262. 1239. 1207. 1170. 1156. 1145. 1137. 1126. 1111.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL14 .46 1 FLOW 423. 415. 402. 389. 384. 380. 377. 373. 368.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RAL14 .46 1 FLOW 421. 415. 401. 388. 383. 380. 377. 373. 367.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ AL16 .15 1 FLOW 171. 167. 162. 157. 154. 153. 152. 150. 148.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
3 COMBINED AT
+ 1CAL16 2.09 1 FLOW 1793. 1761. 1713. 1661. 1640. 1624. 1614. 1598. 1576.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL09 .10 1 FLOW 111. 108. 105. 101. 99. 98. 97. 96. 95.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RAL09 .10 1 FLOW 109. 107. 104. 99. 98. 98. 98. 96. 93.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH14A .15 1 FLOW 150. 147. 142. 136. 134. 133. 132. 130. 128.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH14A .25 1 FLOW 259. 254. 246. 235. 233. 231. 230. 226. 221.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH14A .25 1 FLOW 253. 248. 241. 231. 228. 226. 225. 222. 218.
TIME 3.83 3.75 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CAL16 2.33 1 FLOW 2046. 2009. 1954. 1892. 1867. 1850. 1839. 1820. 1794.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCAL16 2.33 1 FLOW 2043. 2005. 1950. 1888. 1863. 1847. 1835. 1816. 1790.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCAL16 7.15 1 FLOW 5018. 4920. 4763. 4599. 4536. 4489. 4457. 4404. 4337.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCAL16 7.15 1 FLOW 5005. 4905. 4747. 4584. 4520. 4475. 4443. 4389. 4322.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL90-C .17 1 FLOW 195. 191. 185. 178. 176. 174. 173. 171. 168.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL90-C 7.32 1 FLOW 5190. 5086. 4923. 4754. 4688. 4640. 4608. 4551. 4482.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCAL90-C 7.32 1 FLOW 5164. 5057. 4893. 4727. 4660. 4610. 4578. 4523. 4454.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ MEDB .23 1 FLOW 264. 258. 248. 238. 234. 231. 229. 226. 222.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ MEADOWIN 7.55 1 FLOW 5336. 5225. 5056. 4883. 4814. 4762. 4729. 4672. 4601.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ MEADOWDB 7.55 1 FLOW 2296. 2155. 1930. 1681. 1578. 1498. 1428. 1421. 1412.
TIME 4.42 4.42 4.50 4.58 4.58 4.67 4.75 4.75 4.67
** PEAK STAGES IN FEET **
1 STAGE 2113.03 2112.91 2112.72 2112.51 2112.43 2112.36 2112.30 2112.15 2111.96
TIME 4.42 4.42 4.50 4.58 4.58 4.67 4.75 4.75 4.67
ROUTED TO
+ MEADOWOT 7.55 1 FLOW 2291. 2145. 1927. 1680. 1574. 1496. 1428. 1421. 1412.
TIME 4.42 4.42 4.50 4.58 4.58 4.67 4.75 4.75 4.75
HYDROGRAPH AT
+ DAL00A .00 1 FLOW 265. 257. 243. 229. 223. 219. 217. 212. 207.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RDAL00A .00 1 FLOW 259. 250. 236. 223. 217. 213. 210. 206. 200.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL00A .47 1 FLOW 495. 485. 468. 452. 445. 441. 437. 432. 425.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL00A-C .23 1 FLOW 279. 274. 265. 257. 253. 251. 249. 247. 243.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
3 COMBINED AT
+ RAINBWIN .70 1 FLOW 1033. 1009. 970. 931. 916. 905. 897. 884. 869.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RAINBWDB .70 1 FLOW 87. 86. 85. 84. 83. 83. 83. 82. 82.
TIME 5.42 5.42 5.42 5.42 5.42 5.42 5.42 5.42 5.42
** PEAK STAGES IN FEET **
1 STAGE 2382.96 2382.53 2381.83 2381.13 2380.84 2380.63 2380.48 2380.25 2379.95
TIME 5.42 5.42 5.42 5.42 5.42 5.42 5.42 5.42 5.42
ROUTED TO
+ RAINBWOT .70 1 FLOW 87. 86. 85. 84. 83. 83. 83. 82. 82.
TIME 5.42 5.42 5.42 5.42 5.42 5.42 5.42 5.42 5.42
HYDROGRAPH AT
+ LC01-C .09 1 FLOW 104. 102. 99. 95. 94. 93. 93. 91. 90.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CLC01-C .79 1 FLOW 170. 167. 162. 158. 156. 155. 154. 152. 150.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCLC01-C .79 1 FLOW 170. 168. 163. 158. 157. 155. 154. 153. 151.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA02-C .27 1 FLOW 299. 293. 284. 274. 270. 267. 265. 262. 258.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA02-C 1.06 1 FLOW 460. 452. 437. 423. 417. 413. 410. 406. 400.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL01B-C .37 1 FLOW 358. 350. 338. 326. 322. 318. 316. 312. 307.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCWA02-C 1.43 1 FLOW 815. 800. 774. 748. 738. 730. 725. 717. 707.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCWA02C 1.43 1 FLOW 814. 795. 769. 743. 736. 725. 720. 715. 701.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ LC11-C .38 1 FLOW 404. 396. 383. 370. 364. 361. 358. 354. 348.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CLC11-C 1.81 1 FLOW 1215. 1188. 1149. 1110. 1098. 1084. 1076. 1066. 1048.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCLC11-C 1.81 1 FLOW 1208. 1182. 1143. 1104. 1091. 1078. 1069. 1059. 1041.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ LC14-C .32 1 FLOW 304. 298. 288. 277. 273. 270. 268. 265. 261.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CLC14-C 2.13 1 FLOW 1512. 1480. 1430. 1381. 1364. 1348. 1338. 1324. 1302.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA10-C .45 1 FLOW 405. 397. 382. 367. 361. 357. 354. 349. 344.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
DIVERSION TO
+ WA10NW .45 1 FLOW 155. 147. 132. 117. 111. 107. 104. 99. 94.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA10D .45 1 FLOW 250. 250. 250. 250. 250. 250. 250. 250. 250.
TIME 3.58 3.58 3.58 3.58 3.58 3.67 3.67 3.67 3.67
ROUTED TO
+ RWA10D .45 1 FLOW 250. 250. 250. 251. 251. 250. 250. 250. 250.
TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCLC14-C 2.58 1 FLOW 1762. 1730. 1680. 1631. 1614. 1598. 1588. 1574. 1552.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCLC14 2.58 1 FLOW 1740. 1705. 1658. 1612. 1590. 1575. 1570. 1553. 1532.
TIME 3.83 3.83 3.83 3.83 3.92 3.83 3.83 3.92 3.83
2 COMBINED AT
+ CRMEDET 10.13 1 FLOW 3161. 2953. 2782. 2709. 2680. 2654. 2644. 2620. 2586.
TIME 4.33 4.33 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCRMEDET 10.13 1 FLOW 3129. 2938. 2777. 2703. 2674. 2649. 2638. 2614. 2579.
TIME 4.33 4.42 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ LC16-C .31 1 FLOW 298. 291. 280. 270. 265. 262. 260. 256. 252.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ OG011AC2 .12 1 FLOW 160. 157. 152. 147. 145. 144. 143. 141. 139.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
DIVERSION TO
+ OG011D .12 1 FLOW 115. 112. 107. 102. 100. 99. 98. 96. 94.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ OG011AD .12 1 FLOW 45. 45. 45. 45. 45. 45. 45. 45. 45.
TIME 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33
ROUTED TO
+ ROG011AD .12 1 FLOW 46. 46. 46. 46. 46. 46. 46. 46. 46.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ WA01-C .19 1 FLOW 222. 217. 209. 201. 198. 196. 194. 192. 189.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA01-C .31 1 FLOW 266. 261. 253. 245. 242. 240. 238. 236. 233.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RWA01 .31 1 FLOW 267. 262. 255. 247. 244. 242. 241. 238. 235.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA04-C .20 1 FLOW 156. 153. 147. 141. 139. 137. 136. 134. 132.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CWA04-C .51 1 FLOW 418. 410. 397. 384. 379. 375. 372. 368. 363.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCWA04 .51 1 FLOW 414. 409. 396. 379. 376. 374. 373. 369. 361.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA09-C .10 1 FLOW 106. 104. 100. 97. 95. 95. 94. 93. 91.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA09-C .61 1 FLOW 511. 504. 488. 468. 464. 461. 459. 454. 445.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCWA09 .61 1 FLOW 510. 503. 487. 467. 463. 460. 458. 452. 443.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA10NW .00 1 FLOW 155. 147. 132. 117. 111. 107. 104. 99. 94.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CWA10NW .61 1 FLOW 647. 630. 593. 564. 554. 545. 539. 529. 515.
TIME 3.83 3.83 3.92 3.83 3.83 3.83 3.92 3.92 3.92
ROUTED TO
+ RCWA10NW .61 1 FLOW 641. 625. 595. 562. 553. 548. 540. 533. 518.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA13-C .33 1 FLOW 385. 377. 364. 351. 345. 342. 339. 335. 330.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA13-C .95 1 FLOW 939. 914. 869. 827. 812. 801. 791. 777. 758.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
DIVERSION TO
+ WA13NW .95 1 FLOW 369. 359. 343. 327. 322. 318. 314. 308. 300.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA13D .95 1 FLOW 570. 555. 526. 499. 490. 483. 478. 469. 458.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RWA13D .95 1 FLOW 557. 542. 516. 490. 485. 477. 474. 465. 453.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLC16-C 1.26 1 FLOW 845. 822. 783. 746. 734. 722. 717. 703. 687.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCLC16-C 11.39 1 FLOW 3682. 3609. 3499. 3392. 3349. 3314. 3299. 3261. 3212.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCLC16 11.39 1 FLOW 3648. 3581. 3477. 3371. 3332. 3298. 3281. 3250. 3199.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ LC20-C .17 1 FLOW 158. 155. 150. 145. 143. 141. 140. 139. 137.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLC20-C 11.56 1 FLOW 3802. 3732. 3623. 3512. 3472. 3435. 3418. 3385. 3332.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCLC20-C 11.56 1 FLOW 3799. 3731. 3619. 3505. 3466. 3430. 3411. 3378. 3326.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCAL93 21.93 1 FLOW 8273. 8140. 7924. 7701. 7623. 7560. 7516. 7450. 7363.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCAL93 21.93 1 FLOW 8252. 8121. 7889. 7676. 7587. 7529. 7478. 7413. 7320.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ LC21 .60 1 FLOW 566. 557. 540. 524. 517. 513. 509. 504. 498.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CLC21 22.53 1 FLOW 8819. 8677. 8430. 8200. 8104. 8041. 7988. 7917. 7818.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
DIVERSION TO
+ DLVOE 22.53 1 FLOW 5949. 5807. 5560. 5330. 5234. 5171. 5118. 5047. 4948.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ DCLC21 22.53 1 FLOW 2870. 2870. 2870. 2870. 2870. 2870. 2870. 2870. 2870.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.67 3.67 3.67
ROUTED TO
+ RDCLC21 22.53 1 FLOW 2870. 2870. 2870. 2871. 2871. 2871. 2870. 2870. 2870.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92
HYDROGRAPH AT
+ V1-C .28 1 FLOW 317. 311. 301. 291. 287. 284. 282. 278. 274.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH59-C .34 1 FLOW 337. 331. 321. 311. 307. 304. 302. 299. 294.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
DIVERSION TO
+ DFLAM .34 1 FLOW 115. 109. 99. 89. 85. 82. 80. 77. 72.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCH59-C .34 1 FLOW 222. 222. 222. 222. 222. 222. 222. 222. 222.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75
DIVERSION TO
+ DBN03 .34 1 FLOW 55. 55. 55. 55. 55. 55. 55. 55. 55.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75
HYDROGRAPH AT
+ DDCH59-C .34 1 FLOW 167. 167. 167. 167. 167. 167. 167. 167. 167.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.67
ROUTED TO
+ RDDCH59 .34 1 FLOW 168. 168. 168. 168. 168. 169. 169. 169. 168.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CV1-C 23.15 1 FLOW 3353. 3347. 3336. 3326. 3322. 3319. 3317. 3314. 3310.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCV1-C 23.15 1 FLOW 3349. 3343. 3332. 3321. 3318. 3315. 3313. 3308. 3304.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83
HYDROGRAPH AT
+ X-C1 .28 1 FLOW 327. 320. 309. 298. 294. 291. 289. 285. 281.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CX-C1 23.43 1 FLOW 3667. 3655. 3633. 3612. 3604. 3599. 3594. 3586. 3575.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCX-C1 23.43 1 FLOW 3658. 3645. 3622. 3601. 3593. 3587. 3580. 3569. 3554.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ M .27 1 FLOW 248. 243. 235. 226. 223. 221. 219. 216. 213.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RM .27 1 FLOW 249. 243. 235. 226. 223. 220. 219. 216. 212.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ N-C .26 1 FLOW 235. 230. 222. 213. 210. 207. 206. 203. 200.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CN-C 23.96 1 FLOW 4057. 4036. 4000. 3965. 3951. 3941. 3934. 3922. 3908.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCN-C 23.96 1 FLOW 4047. 4026. 3990. 3956. 3941. 3931. 3923. 3910. 3895.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ P-C .31 1 FLOW 266. 260. 250. 241. 237. 234. 232. 229. 225.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CP-C 24.27 1 FLOW 4314. 4286. 4241. 4196. 4178. 4165. 4154. 4139. 4120.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCP-C 24.27 1 FLOW 4296. 4267. 4221. 4177. 4157. 4146. 4137. 4122. 4104.
TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ Q-C .26 1 FLOW 202. 197. 189. 181. 178. 176. 174. 172. 169.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CQ-C 24.53 1 FLOW 4498. 4464. 4410. 4358. 4335. 4320. 4308. 4291. 4270.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92
ROUTED TO
+ RCQ-C 24.53 1 FLOW 4494. 4457. 4406. 4355. 4331. 4316. 4306. 4290. 4272.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ LVW01-C .24 1 FLOW 169. 165. 158. 151. 149. 147. 146. 143. 141.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLVW01-C 24.76 1 FLOW 4663. 4622. 4564. 4507. 4479. 4463. 4451. 4434. 4413.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DLVOE .00 1 FLOW 5949. 5807. 5560. 5330. 5234. 5171. 5118. 5047. 4948.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RDLVOE .00 1 FLOW 5897. 5752. 5499. 5266. 5167. 5101. 5046. 4967. 4870.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ H-C1 .29 1 FLOW 355. 348. 336. 325. 320. 317. 315. 311. 307.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CH-C1 .29 1 FLOW 6091. 5942. 5683. 5444. 5343. 5275. 5219. 5138. 5039.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCH-C1 .29 1 FLOW 6027. 5868. 5607. 5364. 5275. 5207. 5160. 5089. 4990.
TIME 4.00 4.00 4.00 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ E-C .61 1 FLOW 526. 514. 494. 475. 467. 461. 457. 451. 443.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CE-C .90 1 FLOW 6484. 6315. 6038. 5778. 5668. 5592. 5531. 5441. 5334.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCE-C .90 1 FLOW 6437. 6268. 5987. 5726. 5629. 5560. 5506. 5430. 5323.
TIME 4.00 4.00 4.00 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ G .23 1 FLOW 167. 163. 156. 149. 146. 144. 143. 141. 138.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92
2 COMBINED AT
+ CG 1.13 1 FLOW 6592. 6419. 6132. 5862. 5750. 5680. 5625. 5547. 5438.
TIME 4.00 4.00 4.00 4.00 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RCG 1.13 1 FLOW 6529. 6375. 6105. 5850. 5744. 5672. 5614. 5535. 5426.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ K-C1 .32 1 FLOW 218. 212. 203. 195. 191. 189. 187. 184. 181.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00
2 COMBINED AT
+ CK-C1 1.45 1 FLOW 6734. 6575. 6297. 6033. 5925. 5851. 5791. 5709. 5597.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RCK-C1 1.45 1 FLOW 6715. 6553. 6265. 5998. 5886. 5804. 5748. 5659. 5548.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
2 COMBINED AT
+ CCLVW01C 26.22 1 FLOW 11154. 10961. 10626. 10310. 10178. 10083. 10018. 9915. 9785.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RCCLVW01 26.22 1 FLOW 11116. 10844. 10513. 10178. 10046. 9978. 9945. 9881. 9753.
TIME 4.08 4.08 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ BN06-C .34 1 FLOW 424. 415. 400. 385. 379. 375. 372. 367. 361.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ BN03-C .41 1 FLOW 382. 373. 359. 345. 339. 335. 332. 328. 322.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DBN03 .00 1 FLOW 55. 55. 55. 55. 55. 55. 55. 55. 55.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75
ROUTED TO
+ RDBN03 .00 1 FLOW 62. 68. 55. 64. 83. 91. 61. 56. 55.
TIME 3.92 3.92 4.17 3.92 3.92 3.92 3.92 4.17 4.17
3 COMBINED AT
+ CBN03 .75 1 FLOW 767. 750. 722. 694. 683. 676. 670. 661. 650.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCBN03 .75 1 FLOW 748. 731. 703. 677. 666. 659. 653. 645. 635.
TIME 3.67 3.67 3.75 3.75 3.67 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ BN08 .21 1 FLOW 220. 216. 209. 202. 199. 197. 196. 194. 191.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN08 .96 1 FLOW 965. 944. 911. 877. 863. 854. 847. 837. 823.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCBN08 .96 1 FLOW 960. 939. 905. 872. 858. 849. 841. 831. 818.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ BN09 .23 1 FLOW 167. 163. 156. 149. 146. 144. 143. 141. 138.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN09 1.20 1 FLOW 1116. 1092. 1051. 1011. 995. 983. 975. 963. 946.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCBN09 1.20 1 FLOW 1100. 1073. 1036. 994. 982. 969. 959. 950. 931.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ BN10-C .26 1 FLOW 232. 227. 219. 211. 208. 205. 204. 201. 198.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN10-C 1.45 1 FLOW 1333. 1301. 1256. 1205. 1190. 1174. 1163. 1151. 1128.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCBN10-C 1.45 1 FLOW 1325. 1293. 1251. 1197. 1185. 1166. 1156. 1146. 1123.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ BN12-C .32 1 FLOW 278. 272. 262. 251. 247. 244. 242. 239. 235.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN12-C 1.78 1 FLOW 1604. 1565. 1513. 1449. 1432. 1410. 1398. 1385. 1358.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCBN12-C 1.78 1 FLOW 1580. 1545. 1490. 1428. 1416. 1394. 1379. 1367. 1337.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ BN15-C .28 1 FLOW 234. 229. 220. 211. 208. 205. 203. 201. 197.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN15-C 2.06 1 FLOW 1810. 1770. 1706. 1636. 1621. 1596. 1580. 1564. 1531.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCBN15-C 28.28 1 FLOW 12648. 12350. 11936. 11501. 11338. 11260. 11234. 11144. 10990.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RCBN15-C 28.28 1 FLOW 12585. 12267. 11854. 11415. 11269. 11191. 11145. 11060. 10910.
TIME 4.08 4.08 4.08 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ CA03 .34 1 FLOW 351. 344. 331. 318. 313. 310. 307. 303. 298.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCA03 .34 1 FLOW 355. 347. 334. 321. 316. 313. 310. 306. 301.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CA04-C .37 1 FLOW 351. 344. 331. 319. 314. 311. 309. 305. 300.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA04 .72 1 FLOW 705. 690. 665. 640. 631. 624. 619. 611. 601.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCA04 .72 1 FLOW 699. 684. 659. 634. 624. 616. 612. 605. 594.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CA05 .24 1 FLOW 254. 249. 241. 233. 229. 227. 226. 223. 220.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA05 .96 1 FLOW 952. 933. 900. 866. 853. 844. 838. 828. 814.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCA05 .96 1 FLOW 942. 922. 889. 854. 842. 832. 826. 816. 802.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CA06-C .40 1 FLOW 301. 293. 281. 269. 264. 261. 258. 255. 250.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA06 1.36 1 FLOW 1243. 1215. 1170. 1123. 1106. 1093. 1085. 1070. 1052.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCA06 1.36 1 FLOW 1229. 1201. 1158. 1113. 1092. 1081. 1075. 1061. 1041.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CA08-C .26 1 FLOW 253. 248. 239. 231. 227. 225. 223. 221. 217.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA08-C 1.61 1 FLOW 1472. 1439. 1387. 1335. 1311. 1297. 1290. 1274. 1250.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCA08-C 1.61 1 FLOW 1464. 1427. 1378. 1319. 1302. 1285. 1273. 1260. 1235.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CA10-C .19 1 FLOW 177. 174. 168. 162. 159. 157. 156. 154. 152.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA10-C 1.81 1 FLOW 1640. 1599. 1544. 1479. 1460. 1441. 1428. 1413. 1386.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCCA10-C 30.08 1 FLOW 14028. 13682. 13220. 12708. 12517. 12434. 12396. 12297. 12120.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RCCCA10C 30.08 1 FLOW 13942. 13569. 13095. 12583. 12417. 12333. 12278. 12188. 12017.
TIME 4.08 4.08 4.08 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ ST01-C .25 1 FLOW 215. 211. 203. 196. 193. 191. 190. 187. 184.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RST01-C .25 1 FLOW 214. 209. 202. 194. 191. 189. 188. 185. 182.
TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ ST03-C .22 1 FLOW 179. 176. 169. 163. 160. 159. 157. 155. 153.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CST03-C .47 1 FLOW 370. 362. 348. 335. 330. 326. 323. 319. 314.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.17
2 COMBINED AT
+ CCST03-C 30.55 1 FLOW 14312. 13931. 13443. 12917. 12746. 12658. 12601. 12507. 12331.
TIME 4.08 4.08 4.08 4.17 4.17 4.17 4.17 4.17 4.17
ROUTED TO
+ RCCST03C 30.55 1 FLOW 14144. 13834. 13380. 12899. 12728. 12631. 12579. 12490. 12307.
TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ CH70-C .26 1 FLOW 241. 236. 228. 220. 217. 214. 213. 210. 207.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH73 .14 1 FLOW 214. 209. 202. 196. 193. 191. 189. 187. 184.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCH73-C .40 1 FLOW 366. 358. 346. 334. 329. 325. 323. 319. 314.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCH73 .40 1 FLOW 370. 362. 350. 337. 333. 329. 327. 323. 318.
TIME 3.75 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH75-C .36 1 FLOW 297. 291. 281. 271. 267. 264. 262. 259. 255.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCH75-C .76 1 FLOW 651. 637. 616. 594. 585. 579. 575. 568. 559.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH76 .14 1 FLOW 158. 155. 151. 146. 144. 142. 141. 140. 138.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH76 .89 1 FLOW 803. 787. 761. 734. 724. 716. 711. 702. 692.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH76 .89 1 FLOW 791. 780. 753. 723. 718. 708. 700. 691. 687.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH77-C .45 1 FLOW 371. 363. 351. 338. 333. 329. 327. 323. 318.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCH77-C 1.34 1 FLOW 1162. 1144. 1104. 1061. 1051. 1038. 1027. 1014. 1004.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCCH77-C 31.89 1 FLOW 15200. 14782. 14298. 13787. 13603. 13497. 13440. 13341. 13145.
TIME 4.08 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17
ROUTED TO
+ RCCCH73 31.89 1 FLOW 15125. 14776. 14290. 13769. 13582. 13475. 13417. 13323. 13120.
TIME 4.08 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ CH91-C .13 1 FLOW 176. 172. 167. 162. 160. 159. 158. 156. 154.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCH91-C .13 1 FLOW 171. 168. 163. 158. 156. 154. 153. 152. 150.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH92-C .22 1 FLOW 231. 226. 218. 210. 207. 204. 203. 200. 197.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH92-C .35 1 FLOW 394. 386. 374. 361. 356. 353. 350. 346. 341.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCH92-C .35 1 FLOW 392. 387. 372. 359. 357. 351. 348. 346. 338.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH93 .27 1 FLOW 253. 247. 238. 228. 225. 222. 220. 217. 214.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCH93 .27 1 FLOW 252. 247. 238. 229. 225. 223. 221. 218. 215.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CH94 .36 1 FLOW 229. 223. 214. 204. 201. 198. 196. 193. 189.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCH94 .63 1 FLOW 481. 470. 452. 433. 426. 421. 417. 411. 404.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCCH94 .98 1 FLOW 844. 827. 795. 765. 755. 744. 738. 730. 716.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCCH94 .98 1 FLOW 829. 807. 776. 752. 736. 728. 727. 722. 698.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ NEL06-C .32 1 FLOW 259. 253. 243. 234. 230. 228. 226. 223. 219.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CNEL06 1.30 1 FLOW 1082. 1054. 1015. 981. 962. 951. 949. 940. 913.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCNEL06 33.20 1 FLOW 16146. 15692. 15157. 14607. 14407. 14291. 14228. 14125. 13908.
TIME 4.08 4.08 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ DSAHARA .00 1 FLOW 3729. 3607. 3413. 3220. 3143. 3087. 3043. 2992. 2920.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDSAHARA .00 1 FLOW 3699. 3576. 3383. 3191. 3120. 3068. 3023. 2968. 2897.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA10-2 .20 1 FLOW 161. 158. 153. 147. 145. 144. 143. 141. 139.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ SA10-1 .28 1 FLOW 228. 224. 217. 209. 207. 205. 203. 201. 198.
TIME 4.00 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
2 COMBINED AT
+ CSA10-1 .48 1 FLOW 389. 382. 369. 357. 352. 349. 346. 342. 337.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RCSA10-1 .48 1 FLOW 387. 381. 368. 356. 350. 347. 345. 341. 335.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ CH50 .26 1 FLOW 242. 237. 230. 223. 220. 218. 217. 215. 212.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCH50 .74 1 FLOW 619. 608. 589. 570. 562. 556. 553. 547. 539.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
2 COMBINED AT
+ CCCH50 .74 1 FLOW 4295. 4171. 3967. 3757. 3680. 3622. 3574. 3512. 3434.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCCH50 .74 1 FLOW 4288. 4163. 3957. 3745. 3666. 3607. 3560. 3499. 3420.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CH51 .24 1 FLOW 228. 224. 217. 210. 207. 205. 203. 201. 198.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCH51 .98 1 FLOW 4506. 4377. 4164. 3946. 3864. 3803. 3755. 3691. 3610.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCH51 .98 1 FLOW 4474. 4347. 4137. 3910. 3825. 3769. 3721. 3653. 3571.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR01A .18 1 FLOW 158. 154. 149. 144. 142. 141. 140. 138. 136.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CFR01A 1.15 1 FLOW 4629. 4499. 4284. 4051. 3965. 3907. 3858. 3789. 3704.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCFR01A 1.15 1 FLOW 4583. 4451. 4230. 4001. 3912. 3850. 3804. 3733. 3651.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR02C .26 1 FLOW 226. 221. 212. 204. 200. 198. 196. 194. 190.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CFR02C 1.41 1 FLOW 4772. 4635. 4407. 4172. 4080. 4016. 3968. 3896. 3811.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RFR02C 1.41 1 FLOW 4725. 4590. 4359. 4127. 4044. 3982. 3932. 3870. 3783.
TIME 4.00 4.00 4.00 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ SA11 .40 1 FLOW 392. 385. 374. 362. 358. 355. 352. 349. 344.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCSA11 .40 1 FLOW 388. 382. 371. 360. 354. 352. 349. 346. 341.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA13-CB .12 1 FLOW 139. 137. 132. 128. 127. 125. 125. 123. 122.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CSA13-CB .51 1 FLOW 500. 492. 477. 463. 457. 452. 449. 445. 439.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCSA13-C .51 1 FLOW 498. 489. 474. 460. 454. 449. 446. 442. 436.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FR01B .07 1 FLOW 81. 79. 77. 74. 73. 73. 72. 71. 70.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR01B .58 1 FLOW 563. 553. 536. 520. 513. 508. 505. 500. 493.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFR01B .58 1 FLOW 561. 552. 535. 518. 512. 506. 503. 498. 491.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA13-CC .11 1 FLOW 138. 136. 132. 128. 126. 125. 124. 123. 121.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CSA13-CC .69 1 FLOW 677. 664. 643. 623. 615. 610. 605. 598. 590.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCSA13-C .69 1 FLOW 673. 662. 642. 622. 614. 608. 604. 598. 590.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FR02A .11 1 FLOW 135. 132. 127. 123. 121. 120. 119. 118. 116.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CFR02A .80 1 FLOW 789. 774. 749. 725. 716. 709. 704. 696. 687.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCFR02A .80 1 FLOW 786. 771. 746. 722. 713. 706. 701. 693. 683.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ FR02B .04 1 FLOW 52. 51. 49. 47. 46. 45. 45. 44. 44.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CFR02B .84 1 FLOW 812. 797. 771. 746. 737. 730. 724. 716. 706.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ SA14A .13 1 FLOW 161. 158. 152. 147. 145. 143. 142. 141. 138.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CSA14A .97 1 FLOW 932. 914. 885. 856. 845. 836. 831. 821. 810.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCSA14A .97 1 FLOW 931. 913. 884. 855. 844. 836. 830. 820. 808.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ SA13-CA .25 1 FLOW 211. 208. 201. 195. 193. 191. 190. 188. 185.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RSA13-CA .25 1 FLOW 212. 208. 202. 196. 193. 191. 190. 188. 186.
TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ FW40A .12 1 FLOW 111. 108. 104. 99. 98. 96. 95. 94. 92.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CFW40A .36 1 FLOW 257. 252. 244. 236. 233. 231. 229. 226. 223.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
DIVERSION TO
+ DFW40AE .36 1 FLOW 211. 207. 200. 194. 191. 189. 188. 186. 183.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ DFW40AN .36 1 FLOW 46. 45. 44. 42. 42. 42. 41. 41. 40.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RDFW40AN .36 1 FLOW 46. 45. 44. 42. 42. 42. 41. 41. 40.
TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ SA14B .06 1 FLOW 82. 81. 78. 75. 74. 74. 73. 72. 71.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CSA14B 1.39 1 FLOW 1016. 996. 964. 932. 920. 910. 904. 893. 881.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCSA14B 1.39 1 FLOW 1015. 995. 963. 931. 919. 910. 903. 893. 880.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ SA14C .06 1 FLOW 92. 90. 87. 84. 83. 82. 82. 81. 80.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA14C 1.45 1 FLOW 1076. 1054. 1019. 984. 970. 960. 953. 942. 928.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCSA14C 1.45 1 FLOW 1068. 1047. 1013. 979. 966. 957. 950. 939. 926.
TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ SA16A .06 1 FLOW 79. 77. 75. 72. 71. 70. 70. 69. 68.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA16A 1.51 1 FLOW 1134. 1112. 1074. 1037. 1022. 1011. 1004. 993. 978.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCSA16A 1.51 1 FLOW 1127. 1105. 1067. 1030. 1015. 1005. 997. 986. 971.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DFW40AE .00 1 FLOW 211. 207. 200. 194. 191. 189. 188. 186. 183.
TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ FW41A .16 1 FLOW 128. 125. 119. 114. 112. 110. 109. 108. 106.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFW41A .16 1 FLOW 315. 308. 297. 285. 281. 278. 275. 272. 267.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
DIVERSION TO
+ DFW41AE .16 1 FLOW 204. 199. 192. 184. 181. 179. 178. 175. 172.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DFW41AN .16 1 FLOW 111. 109. 105. 101. 99. 98. 98. 96. 95.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDFW41AN .16 1 FLOW 111. 109. 104. 101. 99. 98. 97. 96. 94.
TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92 3.92
HYDROGRAPH AT
+ SA16B .06 1 FLOW 75. 73. 70. 68. 67. 66. 66. 65. 64.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.67 3.67
4 COMBINED AT
+ CSA16B 3.14 1 FLOW 5834. 5679. 5414. 5142. 5036. 4961. 4908. 4831. 4725.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA16B 3.14 1 FLOW 5820. 5664. 5397. 5127. 5021. 4944. 4893. 4814. 4708.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA16C .06 1 FLOW 88. 86. 83. 80. 79. 78. 77. 76. 75.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA16C 3.21 1 FLOW 5851. 5695. 5427. 5156. 5049. 4971. 4920. 4841. 4735.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR03-B .06 1 FLOW 88. 86. 83. 80. 79. 78. 77. 76. 75.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CFR03B 3.27 1 FLOW 5881. 5725. 5456. 5184. 5077. 4999. 4948. 4868. 4762.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCFR03B 3.27 1 FLOW 5867. 5708. 5440. 5166. 5060. 4980. 4929. 4850. 4743.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CH52-C .31 1 FLOW 355. 349. 339. 329. 325. 322. 320. 316. 312.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH52 .31 1 FLOW 354. 348. 337. 327. 323. 320. 318. 315. 311.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH56-A .14 1 FLOW 153. 150. 146. 141. 139. 137. 136. 135. 133.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH56A .45 1 FLOW 506. 497. 482. 467. 461. 457. 454. 449. 443.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH56A .45 1 FLOW 505. 496. 480. 465. 459. 455. 452. 447. 441.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH56-B .24 1 FLOW 208. 204. 197. 190. 187. 185. 183. 181. 178.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DFLAM .00 1 FLOW 115. 109. 99. 89. 85. 82. 80. 77. 72.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDFLAM .00 1 FLOW 113. 107. 96. 86. 82. 79. 77. 74. 69.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CH60-A .38 1 FLOW 365. 358. 346. 334. 330. 326. 324. 320. 315.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCH60A .38 1 FLOW 462. 448. 424. 403. 404. 394. 380. 372. 363.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00
3 COMBINED AT
+ CCH56B 1.07 1 FLOW 1151. 1124. 1080. 1037. 1029. 1014. 995. 972. 936.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCH56B 1.07 1 FLOW 1145. 1118. 1074. 1033. 1024. 1009. 992. 970. 935.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH63-A .11 1 FLOW 133. 131. 126. 122. 120. 118. 117. 116. 114.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CCH63A 1.18 1 FLOW 1228. 1200. 1153. 1109. 1100. 1084. 1066. 1043. 1015.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.83
ROUTED TO
+ RCCH63A 1.18 1 FLOW 1219. 1191. 1145. 1103. 1092. 1078. 1061. 1040. 1008.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH63-B .15 1 FLOW 215. 211. 203. 196. 193. 191. 190. 188. 185.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCH63B 1.34 1 FLOW 1306. 1277. 1228. 1183. 1171. 1156. 1141. 1128. 1111.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.83 3.83 3.83
ROUTED TO
+ RCCH63B 1.34 1 FLOW 1302. 1273. 1226. 1182. 1168. 1154. 1138. 1123. 1106.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.83 3.83
HYDROGRAPH AT
+ CH68-A .29 1 FLOW 293. 288. 278. 268. 264. 261. 259. 256. 252.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCH68A 1.63 1 FLOW 1576. 1543. 1491. 1440. 1419. 1405. 1395. 1379. 1358.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH68A 1.63 1 FLOW 1574. 1539. 1486. 1435. 1415. 1401. 1390. 1375. 1353.
TIME 3.92 3.92 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH67-A .33 1 FLOW 282. 275. 264. 253. 249. 246. 244. 241. 236.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCH67A 1.96 1 FLOW 1853. 1814. 1751. 1689. 1664. 1647. 1634. 1615. 1589.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH67A 1.96 1 FLOW 1841. 1800. 1738. 1679. 1651. 1640. 1618. 1595. 1570.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.83
HYDROGRAPH AT
+ CH64-A .30 1 FLOW 242. 237. 229. 221. 218. 215. 214. 211. 208.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCH64-A .30 1 FLOW 244. 239. 231. 222. 219. 217. 215. 212. 209.
TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ FR04-A .25 1 FLOW 240. 235. 226. 217. 214. 211. 210. 207. 203.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR04A .55 1 FLOW 392. 384. 369. 354. 348. 344. 341. 337. 331.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCFR04A 2.52 1 FLOW 2223. 2173. 2096. 2022. 1988. 1972. 1948. 1920. 1884.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCFR04A 2.52 1 FLOW 2216. 2167. 2089. 2016. 1981. 1966. 1942. 1915. 1879.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FR03-A .23 1 FLOW 186. 182. 174. 167. 164. 162. 160. 158. 155.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CFR03A 2.75 1 FLOW 2390. 2337. 2252. 2173. 2135. 2118. 2092. 2063. 2025.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFR03A 2.75 1 FLOW 2383. 2330. 2245. 2165. 2128. 2109. 2085. 2056. 2018.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FR03-C .04 1 FLOW 48. 47. 45. 44. 43. 43. 42. 42. 41.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CCFR03 6.06 1 FLOW 8216. 8006. 7653. 7300. 7160. 7062. 6985. 6877. 6729.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
1
SUMMARY OF KINEMATIC WAVE - MUSKINGUM-CUNGE ROUTING
(FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW)
INTERPOLATED TO
COMPUTATION INTERVAL
ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME
PEAK PEAK
(MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN)
FOR PLAN = 1 RATIO= .00
RFW1 MANE 5.00 172.49 235.00 .91 5.00 172.49 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1572E+02 EXCESS= .0000E+00 OUTFLOW= .1573E+02 BASIN STORAGE= .2018E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 5.00 166.97 235.00 .88 5.00 166.97 235.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1524E+02 EXCESS= .0000E+00 OUTFLOW= .1525E+02 BASIN STORAGE= .1986E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 5.00 157.84 235.00 .83 5.00 157.84 235.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1446E+02 EXCESS= .0000E+00 OUTFLOW= .1446E+02 BASIN STORAGE= .1933E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 4.75 148.93 237.50 .79 5.00 146.49 240.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1367E+02 EXCESS= .0000E+00 OUTFLOW= .1367E+02 BASIN STORAGE= .1904E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 4.75 145.47 237.50 .77 5.00 143.18 240.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1336E+02 EXCESS= .0000E+00 OUTFLOW= .1337E+02 BASIN STORAGE= .1883E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 4.75 143.06 237.50 .76 5.00 140.87 240.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1315E+02 EXCESS= .0000E+00 OUTFLOW= .1315E+02 BASIN STORAGE= .1868E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 4.75 141.34 237.50 .75 5.00 139.23 240.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1299E+02 EXCESS= .0000E+00 OUTFLOW= .1300E+02 BASIN STORAGE= .1857E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 4.75 138.59 237.50 .74 5.00 136.61 240.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1275E+02 EXCESS= .0000E+00 OUTFLOW= .1276E+02 BASIN STORAGE= .1840E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 4.75 135.18 237.50 .72 5.00 133.34 240.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1245E+02 EXCESS= .0000E+00 OUTFLOW= .1246E+02 BASIN STORAGE= .1819E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 319.50 240.00 .98 5.00 319.50 240.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2967E+02 EXCESS= .0000E+00 OUTFLOW= .2968E+02 BASIN STORAGE= .1677E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 309.92 240.00 .96 5.00 309.92 240.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2881E+02 EXCESS= .0000E+00 OUTFLOW= .2881E+02 BASIN STORAGE= .1654E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 294.05 240.00 .91 5.00 294.05 240.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2738E+02 EXCESS= .0000E+00 OUTFLOW= .2739E+02 BASIN STORAGE= .1615E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 274.43 240.00 .86 5.00 274.43 240.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2594E+02 EXCESS= .0000E+00 OUTFLOW= .2594E+02 BASIN STORAGE= .1510E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 268.24 240.00 .84 5.00 268.24 240.00 .84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2538E+02 EXCESS= .0000E+00 OUTFLOW= .2539E+02 BASIN STORAGE= .1448E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 263.92 240.00 .83 5.00 263.92 240.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2499E+02 EXCESS= .0000E+00 OUTFLOW= .2500E+02 BASIN STORAGE= .2110E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 260.84 240.00 .82 5.00 260.84 240.00 .82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2471E+02 EXCESS= .0000E+00 OUTFLOW= .2472E+02 BASIN STORAGE= .2099E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 255.92 240.00 .81 5.00 255.92 240.00 .81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2427E+02 EXCESS= .0000E+00 OUTFLOW= .2428E+02 BASIN STORAGE= .2082E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 249.79 240.00 .79 5.00 249.79 240.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2373E+02 EXCESS= .0000E+00 OUTFLOW= .2374E+02 BASIN STORAGE= .2060E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.24 536.40 237.65 1.24 5.00 534.11 240.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5414E+02 EXCESS= .0000E+00 OUTFLOW= .5416E+02 BASIN STORAGE= .6020E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.29 525.66 240.28 1.21 5.00 524.92 240.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5275E+02 EXCESS= .0000E+00 OUTFLOW= .5277E+02 BASIN STORAGE= .7032E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.37 501.25 240.51 1.15 5.00 499.99 240.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5046E+02 EXCESS= .0000E+00 OUTFLOW= .5048E+02 BASIN STORAGE= .6604E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.47 471.29 241.39 1.10 5.00 470.13 240.00 1.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4814E+02 EXCESS= .0000E+00 OUTFLOW= .4816E+02 BASIN STORAGE= .7543E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.51 466.21 238.85 1.08 5.00 463.28 240.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4730E+02 EXCESS= .0000E+00 OUTFLOW= .4732E+02 BASIN STORAGE= .7556E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.53 460.11 240.22 1.07 5.00 459.41 240.00 1.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4666E+02 EXCESS= .0000E+00 OUTFLOW= .4668E+02 BASIN STORAGE= .6050E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.55 451.95 241.22 1.06 5.00 450.18 240.00 1.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4618E+02 EXCESS= .0000E+00 OUTFLOW= .4620E+02 BASIN STORAGE= .6839E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.58 444.37 238.27 1.04 5.00 442.42 240.00 1.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4548E+02 EXCESS= .0000E+00 OUTFLOW= .4550E+02 BASIN STORAGE= .7597E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.62 438.73 240.31 1.02 5.00 437.74 240.00 1.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4464E+02 EXCESS= .0000E+00 OUTFLOW= .4466E+02 BASIN STORAGE= .7656E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.01 768.03 240.00 .71 5.00 768.03 240.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5117E+02 EXCESS= .0000E+00 OUTFLOW= .5117E+02 BASIN STORAGE= .2390E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.02 748.77 240.25 .69 5.00 748.14 240.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4919E+02 EXCESS= .0000E+00 OUTFLOW= .4919E+02 BASIN STORAGE= .2279E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.04 709.05 240.31 .64 5.00 708.28 240.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4594E+02 EXCESS= .0000E+00 OUTFLOW= .4594E+02 BASIN STORAGE= .1810E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.07 664.90 240.19 .60 5.00 664.40 240.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4262E+02 EXCESS= .0000E+00 OUTFLOW= .4262E+02 BASIN STORAGE= .2210E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.08 652.51 239.90 .58 5.00 652.43 240.00 .58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4146E+02 EXCESS= .0000E+00 OUTFLOW= .4146E+02 BASIN STORAGE= .1739E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.08 643.84 240.00 .57 5.00 643.84 240.00 .57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4058E+02 EXCESS= .0000E+00 OUTFLOW= .4058E+02 BASIN STORAGE= .1988E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.09 631.73 240.74 .56 5.00 630.97 240.00 .56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3986E+02 EXCESS= .0000E+00 OUTFLOW= .3986E+02 BASIN STORAGE= .2438E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.10 619.52 240.46 .54 5.00 618.77 240.00 .54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3882E+02 EXCESS= .0000E+00 OUTFLOW= .3882E+02 BASIN STORAGE= .1878E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.11 608.65 241.00 .53 5.00 608.14 240.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3773E+02 EXCESS= .0000E+00 OUTFLOW= .3774E+02 BASIN STORAGE= .2155E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 101.86 255.00 1.50 5.00 101.86 255.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+02 EXCESS= .0000E+00 OUTFLOW= .1010E+02 BASIN STORAGE= .5194E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 99.60 255.00 1.47 5.00 99.60 255.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9853E+01 EXCESS= .0000E+00 OUTFLOW= .9866E+01 BASIN STORAGE= .5048E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 95.83 255.00 1.41 5.00 95.83 255.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9459E+01 EXCESS= .0000E+00 OUTFLOW= .9472E+01 BASIN STORAGE= .4957E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 92.04 255.00 1.35 5.00 92.04 255.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9068E+01 EXCESS= .0000E+00 OUTFLOW= .9080E+01 BASIN STORAGE= .4765E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 90.52 255.00 1.33 5.00 90.52 255.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8912E+01 EXCESS= .0000E+00 OUTFLOW= .8924E+01 BASIN STORAGE= .4729E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 89.46 255.00 1.31 5.00 89.46 255.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8803E+01 EXCESS= .0000E+00 OUTFLOW= .8816E+01 BASIN STORAGE= .4703E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 88.70 255.00 1.30 5.00 88.70 255.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8726E+01 EXCESS= .0000E+00 OUTFLOW= .8738E+01 BASIN STORAGE= .4684E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 87.48 255.00 1.28 5.00 87.48 255.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8602E+01 EXCESS= .0000E+00 OUTFLOW= .8614E+01 BASIN STORAGE= .4655E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 85.96 255.00 1.26 5.00 85.96 255.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8447E+01 EXCESS= .0000E+00 OUTFLOW= .8460E+01 BASIN STORAGE= .4568E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.67 1079.09 241.00 .98 5.00 1075.10 240.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9099E+02 EXCESS= .0000E+00 OUTFLOW= .9099E+02 BASIN STORAGE= .3321E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.69 1053.00 241.76 .95 5.00 1048.11 240.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8821E+02 EXCESS= .0000E+00 OUTFLOW= .8820E+02 BASIN STORAGE= .3152E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.73 1000.69 241.51 .90 5.00 995.57 240.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8360E+02 EXCESS= .0000E+00 OUTFLOW= .8359E+02 BASIN STORAGE= .3176E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.77 945.60 241.81 .85 5.00 940.88 240.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7891E+02 EXCESS= .0000E+00 OUTFLOW= .7890E+02 BASIN STORAGE= .3055E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.78 928.78 241.76 .83 5.00 924.61 240.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7722E+02 EXCESS= .0000E+00 OUTFLOW= .7721E+02 BASIN STORAGE= .3400E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.79 915.14 241.23 .82 5.00 909.84 240.00 .82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7598E+02 EXCESS= .0000E+00 OUTFLOW= .7596E+02 BASIN STORAGE= .3112E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.80 899.77 241.05 .81 5.00 895.17 240.00 .81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7498E+02 EXCESS= .0000E+00 OUTFLOW= .7497E+02 BASIN STORAGE= .3100E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.81 883.78 240.97 .79 5.00 879.89 240.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7352E+02 EXCESS= .0000E+00 OUTFLOW= .7351E+02 BASIN STORAGE= .3040E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.82 867.43 242.67 .77 5.00 862.87 240.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7189E+02 EXCESS= .0000E+00 OUTFLOW= .7188E+02 BASIN STORAGE= .3391E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 213.35 235.00 1.25 5.00 213.35 235.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1758E+02 EXCESS= .0000E+00 OUTFLOW= .1759E+02 BASIN STORAGE= .2995E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 207.88 235.00 1.22 5.00 207.88 235.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1712E+02 EXCESS= .0000E+00 OUTFLOW= .1714E+02 BASIN STORAGE= .2959E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 198.78 235.00 1.16 5.00 198.78 235.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1637E+02 EXCESS= .0000E+00 OUTFLOW= .1638E+02 BASIN STORAGE= .2755E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 189.72 235.00 1.11 5.00 189.72 235.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1562E+02 EXCESS= .0000E+00 OUTFLOW= .1563E+02 BASIN STORAGE= .2695E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 186.10 235.00 1.09 5.00 186.10 235.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1532E+02 EXCESS= .0000E+00 OUTFLOW= .1533E+02 BASIN STORAGE= .2671E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 183.58 235.00 1.07 5.00 183.58 235.00 1.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1511E+02 EXCESS= .0000E+00 OUTFLOW= .1513E+02 BASIN STORAGE= .2654E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 181.77 235.00 1.06 5.00 181.77 235.00 1.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1496E+02 EXCESS= .0000E+00 OUTFLOW= .1498E+02 BASIN STORAGE= .2642E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 178.89 235.00 1.05 5.00 178.89 235.00 1.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1473E+02 EXCESS= .0000E+00 OUTFLOW= .1474E+02 BASIN STORAGE= .2622E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 175.29 235.00 1.03 5.00 175.29 235.00 1.03
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1443E+02 EXCESS= .0000E+00 OUTFLOW= .1445E+02 BASIN STORAGE= .2598E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 256.26 245.00 .70 5.00 256.26 245.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2159E+02 EXCESS= .0000E+00 OUTFLOW= .2160E+02 BASIN STORAGE= .3197E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 250.07 245.00 .68 5.00 250.07 245.00 .68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2105E+02 EXCESS= .0000E+00 OUTFLOW= .2106E+02 BASIN STORAGE= .3166E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 239.76 245.00 .66 5.00 239.76 245.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2017E+02 EXCESS= .0000E+00 OUTFLOW= .2018E+02 BASIN STORAGE= .3003E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 229.44 245.00 .63 5.00 229.44 245.00 .63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1928E+02 EXCESS= .0000E+00 OUTFLOW= .1929E+02 BASIN STORAGE= .2864E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 225.31 245.00 .62 5.00 225.31 245.00 .62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1893E+02 EXCESS= .0000E+00 OUTFLOW= .1894E+02 BASIN STORAGE= .2843E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 222.42 245.00 .61 5.00 222.42 245.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1869E+02 EXCESS= .0000E+00 OUTFLOW= .1870E+02 BASIN STORAGE= .2829E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 220.35 245.00 .60 5.00 220.35 245.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1851E+02 EXCESS= .0000E+00 OUTFLOW= .1852E+02 BASIN STORAGE= .2819E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 217.04 245.00 .59 5.00 217.04 245.00 .59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1823E+02 EXCESS= .0000E+00 OUTFLOW= .1824E+02 BASIN STORAGE= .2802E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 212.73 245.00 .58 5.00 212.73 245.00 .58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1789E+02 EXCESS= .0000E+00 OUTFLOW= .1790E+02 BASIN STORAGE= .2781E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .33 1662.88 240.24 1.07 5.00 1662.65 240.00 1.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1521E+03 EXCESS= .0000E+00 OUTFLOW= .1521E+03 BASIN STORAGE= .7225E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .34 1622.55 240.26 1.04 5.00 1622.24 240.00 1.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1480E+03 EXCESS= .0000E+00 OUTFLOW= .1480E+03 BASIN STORAGE= .7285E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .34 1548.25 240.04 .99 5.00 1547.79 240.00 .99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1412E+03 EXCESS= .0000E+00 OUTFLOW= .1412E+03 BASIN STORAGE= .7256E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .35 1471.29 240.10 .94 5.00 1470.39 240.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1344E+03 EXCESS= .0000E+00 OUTFLOW= .1344E+03 BASIN STORAGE= .7147E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .35 1446.13 240.00 .92 5.00 1446.07 240.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1319E+03 EXCESS= .0000E+00 OUTFLOW= .1319E+03 BASIN STORAGE= .7260E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .35 1425.03 240.36 .91 5.00 1424.91 240.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1300E+03 EXCESS= .0000E+00 OUTFLOW= .1300E+03 BASIN STORAGE= .7251E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .35 1405.98 240.23 .90 5.00 1404.87 240.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1286E+03 EXCESS= .0000E+00 OUTFLOW= .1286E+03 BASIN STORAGE= .7189E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .36 1383.60 240.36 .89 5.00 1383.46 240.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1264E+03 EXCESS= .0000E+00 OUTFLOW= .1264E+03 BASIN STORAGE= .7319E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .36 1357.65 240.38 .87 5.00 1357.09 240.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1240E+03 EXCESS= .0000E+00 OUTFLOW= .1240E+03 BASIN STORAGE= .7167E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.08 332.55 228.65 1.40 5.00 331.73 230.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3043E+02 EXCESS= .0000E+00 OUTFLOW= .3043E+02 BASIN STORAGE= .2930E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.09 324.84 229.75 1.37 5.00 324.65 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2969E+02 EXCESS= .0000E+00 OUTFLOW= .2968E+02 BASIN STORAGE= .2847E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.11 311.90 229.54 1.31 5.00 311.48 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2845E+02 EXCESS= .0000E+00 OUTFLOW= .2845E+02 BASIN STORAGE= .2882E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.12 298.93 229.38 1.25 5.00 298.31 230.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2723E+02 EXCESS= .0000E+00 OUTFLOW= .2723E+02 BASIN STORAGE= .2881E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.13 292.95 230.18 1.23 5.00 292.82 230.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2674E+02 EXCESS= .0000E+00 OUTFLOW= .2674E+02 BASIN STORAGE= .2986E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.14 289.11 228.62 1.22 5.00 288.72 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2640E+02 EXCESS= .0000E+00 OUTFLOW= .2640E+02 BASIN STORAGE= .2610E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.14 287.13 229.03 1.21 5.00 286.40 230.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2616E+02 EXCESS= .0000E+00 OUTFLOW= .2616E+02 BASIN STORAGE= .2988E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.15 283.07 229.70 1.19 5.00 282.86 230.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2577E+02 EXCESS= .0000E+00 OUTFLOW= .2577E+02 BASIN STORAGE= .2564E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.15 276.94 230.54 1.17 5.00 276.83 230.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2529E+02 EXCESS= .0000E+00 OUTFLOW= .2529E+02 BASIN STORAGE= .2646E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 210.97 240.00 1.44 5.00 210.97 240.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1947E+02 EXCESS= .0000E+00 OUTFLOW= .1948E+02 BASIN STORAGE= .2526E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 206.04 240.00 1.40 5.00 206.04 240.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1900E+02 EXCESS= .0000E+00 OUTFLOW= .1901E+02 BASIN STORAGE= .2496E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 197.84 240.00 1.35 5.00 197.84 240.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1822E+02 EXCESS= .0000E+00 OUTFLOW= .1823E+02 BASIN STORAGE= .2445E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 189.66 240.00 1.29 5.00 189.66 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1744E+02 EXCESS= .0000E+00 OUTFLOW= .1746E+02 BASIN STORAGE= .2393E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 186.39 240.00 1.27 5.00 186.39 240.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1714E+02 EXCESS= .0000E+00 OUTFLOW= .1715E+02 BASIN STORAGE= .2373E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 184.11 240.00 1.25 5.00 184.11 240.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1692E+02 EXCESS= .0000E+00 OUTFLOW= .1693E+02 BASIN STORAGE= .3309E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 182.48 240.00 1.24 5.00 182.48 240.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1677E+02 EXCESS= .0000E+00 OUTFLOW= .1678E+02 BASIN STORAGE= .3294E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 179.87 240.00 1.22 5.00 179.87 240.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1653E+02 EXCESS= .0000E+00 OUTFLOW= .1654E+02 BASIN STORAGE= .3271E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 176.61 240.00 1.20 5.00 176.61 240.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1622E+02 EXCESS= .0000E+00 OUTFLOW= .1623E+02 BASIN STORAGE= .3241E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 407.23 235.00 1.57 5.00 407.23 235.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3691E+02 EXCESS= .0000E+00 OUTFLOW= .3693E+02 BASIN STORAGE= .2338E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 398.13 235.00 1.54 5.00 398.13 235.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3607E+02 EXCESS= .0000E+00 OUTFLOW= .3609E+02 BASIN STORAGE= .3541E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 382.98 235.00 1.48 5.00 382.98 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3467E+02 EXCESS= .0000E+00 OUTFLOW= .3469E+02 BASIN STORAGE= .3469E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 367.86 235.00 1.42 5.00 367.86 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3328E+02 EXCESS= .0000E+00 OUTFLOW= .3330E+02 BASIN STORAGE= .3331E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 361.82 235.00 1.40 5.00 361.82 235.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3273E+02 EXCESS= .0000E+00 OUTFLOW= .3275E+02 BASIN STORAGE= .3302E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 357.59 235.00 1.38 5.00 357.59 235.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3234E+02 EXCESS= .0000E+00 OUTFLOW= .3236E+02 BASIN STORAGE= .3282E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 354.58 235.00 1.37 5.00 354.58 235.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3207E+02 EXCESS= .0000E+00 OUTFLOW= .3209E+02 BASIN STORAGE= .3268E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 349.76 235.00 1.35 5.00 349.76 235.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3163E+02 EXCESS= .0000E+00 OUTFLOW= .3165E+02 BASIN STORAGE= .3244E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 343.74 235.00 1.33 5.00 343.74 235.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3108E+02 EXCESS= .0000E+00 OUTFLOW= .3110E+02 BASIN STORAGE= .3215E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.28 607.56 235.11 1.68 5.00 607.15 235.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5803E+02 EXCESS= .0000E+00 OUTFLOW= .5802E+02 BASIN STORAGE= .1975E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.30 594.68 235.84 1.64 5.00 593.38 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5675E+02 EXCESS= .0000E+00 OUTFLOW= .5674E+02 BASIN STORAGE= .1961E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.32 572.92 235.39 1.58 5.00 571.75 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5464E+02 EXCESS= .0000E+00 OUTFLOW= .5463E+02 BASIN STORAGE= .2030E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.34 551.95 236.34 1.52 5.00 551.01 235.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5254E+02 EXCESS= .0000E+00 OUTFLOW= .5253E+02 BASIN STORAGE= .2032E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.34 542.80 236.48 1.50 5.00 541.93 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5170E+02 EXCESS= .0000E+00 OUTFLOW= .5169E+02 BASIN STORAGE= .1950E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.35 537.28 236.18 1.48 5.00 535.77 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5111E+02 EXCESS= .0000E+00 OUTFLOW= .5111E+02 BASIN STORAGE= .2024E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.35 532.46 235.58 1.47 5.00 530.83 235.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5070E+02 EXCESS= .0000E+00 OUTFLOW= .5069E+02 BASIN STORAGE= .1980E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.36 525.44 235.44 1.45 5.00 524.02 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5003E+02 EXCESS= .0000E+00 OUTFLOW= .5002E+02 BASIN STORAGE= .1996E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.37 517.01 235.62 1.42 5.00 515.25 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4920E+02 EXCESS= .0000E+00 OUTFLOW= .4919E+02 BASIN STORAGE= .1899E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE .98 1076.65 235.53 1.62 5.00 1072.45 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1049E+03 EXCESS= .0000E+00 OUTFLOW= .1049E+03 BASIN STORAGE= .1771E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE .99 1053.13 235.74 1.58 5.00 1047.98 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1025E+03 EXCESS= .0000E+00 OUTFLOW= .1025E+03 BASIN STORAGE= .1757E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.00 1012.88 236.37 1.52 5.00 1007.99 235.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9863E+02 EXCESS= .0000E+00 OUTFLOW= .9863E+02 BASIN STORAGE= .1766E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.02 976.23 236.00 1.46 5.00 970.03 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9475E+02 EXCESS= .0000E+00 OUTFLOW= .9475E+02 BASIN STORAGE= .1764E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.02 957.46 236.57 1.44 5.00 952.51 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9319E+02 EXCESS= .0000E+00 OUTFLOW= .9319E+02 BASIN STORAGE= .1864E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.03 946.45 235.62 1.42 5.00 941.27 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9211E+02 EXCESS= .0000E+00 OUTFLOW= .9211E+02 BASIN STORAGE= .1859E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.03 938.60 236.47 1.41 5.00 932.92 235.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9134E+02 EXCESS= .0000E+00 OUTFLOW= .9134E+02 BASIN STORAGE= .1895E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.04 925.78 235.66 1.39 5.00 920.47 235.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9011E+02 EXCESS= .0000E+00 OUTFLOW= .9011E+02 BASIN STORAGE= .1781E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.05 911.37 236.25 1.37 5.00 904.79 235.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8858E+02 EXCESS= .0000E+00 OUTFLOW= .8858E+02 BASIN STORAGE= .1882E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.72 263.90 236.18 -1.00 5.00 260.51 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.75 258.74 237.25 -1.00 5.00 254.51 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.78 250.48 239.11 -1.00 5.00 249.11 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.82 242.54 236.21 -1.00 5.00 239.46 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.84 239.32 236.98 -1.00 5.00 235.44 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.85 237.12 237.53 -1.00 5.00 233.13 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.86 235.56 237.92 -1.00 5.00 231.73 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.87 233.11 238.56 -1.00 5.00 229.93 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 4.89 230.07 239.38 -1.00 5.00 228.40 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.05 1777.34 237.58 1.87 5.00 1776.55 235.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1813E+03 EXCESS= .0000E+00 OUTFLOW= .1813E+03 BASIN STORAGE= .5511E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.07 1736.39 235.65 1.83 5.00 1735.84 235.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1772E+03 EXCESS= .0000E+00 OUTFLOW= .1772E+03 BASIN STORAGE= .4931E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.10 1678.91 236.99 1.76 5.00 1676.97 235.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1705E+03 EXCESS= .0000E+00 OUTFLOW= .1705E+03 BASIN STORAGE= .5516E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.13 1610.33 234.33 1.69 5.00 1609.97 235.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1638E+03 EXCESS= .0000E+00 OUTFLOW= .1638E+03 BASIN STORAGE= .4578E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.14 1581.23 235.95 1.67 5.00 1579.82 235.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1611E+03 EXCESS= .0000E+00 OUTFLOW= .1611E+03 BASIN STORAGE= .4839E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.15 1568.23 237.04 1.65 5.00 1564.98 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1593E+03 EXCESS= .0000E+00 OUTFLOW= .1593E+03 BASIN STORAGE= .5566E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.16 1550.99 237.87 1.63 5.00 1547.94 235.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1579E+03 EXCESS= .0000E+00 OUTFLOW= .1579E+03 BASIN STORAGE= .4605E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.17 1533.48 236.88 1.61 5.00 1532.66 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1558E+03 EXCESS= .0000E+00 OUTFLOW= .1558E+03 BASIN STORAGE= .4512E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.19 1506.97 236.14 1.58 5.00 1505.61 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1532E+03 EXCESS= .0000E+00 OUTFLOW= .1532E+03 BASIN STORAGE= .4919E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .89 3728.79 235.84 1.43 5.00 3701.16 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3721E+03 EXCESS= .0000E+00 OUTFLOW= .3721E+03 BASIN STORAGE= .2865E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .90 3636.94 236.41 1.40 5.00 3609.87 240.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3631E+03 EXCESS= .0000E+00 OUTFLOW= .3631E+03 BASIN STORAGE= .2730E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .91 3491.36 236.65 1.34 5.00 3465.20 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3483E+03 EXCESS= .0000E+00 OUTFLOW= .3483E+03 BASIN STORAGE= .2664E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .93 3339.54 236.28 1.28 5.00 3317.99 240.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3335E+03 EXCESS= .0000E+00 OUTFLOW= .3335E+03 BASIN STORAGE= .2704E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .94 3281.00 236.11 1.26 5.00 3263.00 240.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3277E+03 EXCESS= .0000E+00 OUTFLOW= .3277E+03 BASIN STORAGE= .2816E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .94 3239.72 236.37 1.24 5.00 3223.81 240.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3236E+03 EXCESS= .0000E+00 OUTFLOW= .3236E+03 BASIN STORAGE= .2827E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .95 3203.84 236.49 1.23 5.00 3189.41 240.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3206E+03 EXCESS= .0000E+00 OUTFLOW= .3206E+03 BASIN STORAGE= .2673E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .95 3163.99 236.70 1.21 5.00 3145.68 240.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3160E+03 EXCESS= .0000E+00 OUTFLOW= .3160E+03 BASIN STORAGE= .2725E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE .96 3104.64 236.62 1.19 5.00 3091.35 240.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3103E+03 EXCESS= .0000E+00 OUTFLOW= .3103E+03 BASIN STORAGE= .2748E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.05 225.39 1.59 5.00 140.02 225.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2164E+02 EXCESS= .0000E+00 OUTFLOW= .2163E+02 BASIN STORAGE= .2361E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.08 225.39 1.57 5.00 140.03 225.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2136E+02 EXCESS= .0000E+00 OUTFLOW= .2136E+02 BASIN STORAGE= .2331E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.12 225.39 1.54 5.00 140.05 225.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2089E+02 EXCESS= .0000E+00 OUTFLOW= .2089E+02 BASIN STORAGE= .2832E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.17 225.39 1.50 5.00 140.07 225.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2041E+02 EXCESS= .0000E+00 OUTFLOW= .2041E+02 BASIN STORAGE= .2770E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.18 225.39 1.49 5.00 140.08 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2022E+02 EXCESS= .0000E+00 OUTFLOW= .2022E+02 BASIN STORAGE= .2744E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.20 225.39 1.48 5.00 140.09 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2009E+02 EXCESS= .0000E+00 OUTFLOW= .2009E+02 BASIN STORAGE= .2727E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.21 225.39 1.47 5.00 140.09 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2000E+02 EXCESS= .0000E+00 OUTFLOW= .1999E+02 BASIN STORAGE= .2714E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.22 225.39 1.46 5.00 140.10 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1984E+02 EXCESS= .0000E+00 OUTFLOW= .1984E+02 BASIN STORAGE= .2694E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.24 225.39 1.44 5.00 140.10 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1965E+02 EXCESS= .0000E+00 OUTFLOW= .1965E+02 BASIN STORAGE= .2668E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 1.96 436.29 233.35 1.86 5.00 433.82 235.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5312E+02 EXCESS= .0000E+00 OUTFLOW= .5312E+02 BASIN STORAGE= .9987E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 1.97 431.57 232.28 1.83 5.00 428.62 235.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5225E+02 EXCESS= .0000E+00 OUTFLOW= .5225E+02 BASIN STORAGE= .9968E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 1.98 422.47 231.83 1.78 5.00 419.79 235.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5078E+02 EXCESS= .0000E+00 OUTFLOW= .5078E+02 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 1.99 413.39 233.38 1.72 5.00 411.16 235.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4931E+02 EXCESS= .0000E+00 OUTFLOW= .4931E+02 BASIN STORAGE= .9215E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.00 410.36 232.01 1.70 5.00 407.66 235.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4873E+02 EXCESS= .0000E+00 OUTFLOW= .4872E+02 BASIN STORAGE= .9706E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.00 407.76 232.46 1.69 5.00 405.36 235.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4831E+02 EXCESS= .0000E+00 OUTFLOW= .4831E+02 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.01 405.91 232.78 1.68 5.00 403.72 235.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4802E+02 EXCESS= .0000E+00 OUTFLOW= .4802E+02 BASIN STORAGE= .9980E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.01 402.86 233.29 1.66 5.00 400.75 235.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4755E+02 EXCESS= .0000E+00 OUTFLOW= .4755E+02 BASIN STORAGE= .1110E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.02 399.50 231.93 1.64 5.00 397.17 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4697E+02 EXCESS= .0000E+00 OUTFLOW= .4697E+02 BASIN STORAGE= .9494E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .76 4132.14 236.47 1.47 5.00 4110.29 240.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4254E+03 EXCESS= .0000E+00 OUTFLOW= .4254E+03 BASIN STORAGE= .2347E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .76 4034.68 236.50 1.44 5.00 4020.73 240.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4155E+03 EXCESS= .0000E+00 OUTFLOW= .4155E+03 BASIN STORAGE= .2495E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .77 3880.16 236.34 1.38 5.00 3868.41 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3993E+03 EXCESS= .0000E+00 OUTFLOW= .3993E+03 BASIN STORAGE= .2532E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .79 3720.14 236.45 1.33 5.00 3711.81 240.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3830E+03 EXCESS= .0000E+00 OUTFLOW= .3830E+03 BASIN STORAGE= .2512E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .79 3658.72 236.46 1.30 5.00 3653.24 240.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3766E+03 EXCESS= .0000E+00 OUTFLOW= .3766E+03 BASIN STORAGE= .2522E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .80 3614.20 236.81 1.29 5.00 3613.57 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3721E+03 EXCESS= .0000E+00 OUTFLOW= .3721E+03 BASIN STORAGE= .2404E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .80 3577.35 236.96 1.28 5.00 3575.84 240.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3688E+03 EXCESS= .0000E+00 OUTFLOW= .3688E+03 BASIN STORAGE= .2513E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .80 3534.77 236.53 1.26 5.00 3529.60 240.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3637E+03 EXCESS= .0000E+00 OUTFLOW= .3637E+03 BASIN STORAGE= .2396E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .81 3473.37 239.76 1.24 5.00 3471.59 240.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3575E+03 EXCESS= .0000E+00 OUTFLOW= .3575E+03 BASIN STORAGE= .2404E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.76 390.85 237.04 1.86 5.00 390.35 240.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4370E+02 EXCESS= .0000E+00 OUTFLOW= .4370E+02 BASIN STORAGE= .1064E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.78 385.74 238.22 1.82 5.00 383.20 240.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4279E+02 EXCESS= .0000E+00 OUTFLOW= .4280E+02 BASIN STORAGE= .8421E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.81 371.70 240.26 1.76 5.00 371.45 240.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4130E+02 EXCESS= .0000E+00 OUTFLOW= .4130E+02 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.85 360.26 238.54 1.69 5.00 358.15 240.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3979E+02 EXCESS= .0000E+00 OUTFLOW= .3980E+02 BASIN STORAGE= .1028E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.86 354.87 239.40 1.67 5.00 353.82 240.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3920E+02 EXCESS= .0000E+00 OUTFLOW= .3920E+02 BASIN STORAGE= .8671E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.87 350.62 240.01 1.65 5.00 350.60 240.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3878E+02 EXCESS= .0000E+00 OUTFLOW= .3878E+02 BASIN STORAGE= .1074E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.88 347.33 240.46 1.64 5.00 346.95 240.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3848E+02 EXCESS= .0000E+00 OUTFLOW= .3848E+02 BASIN STORAGE= .9998E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.89 342.14 237.28 1.62 5.00 341.64 240.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3800E+02 EXCESS= .0000E+00 OUTFLOW= .3801E+02 BASIN STORAGE= .8643E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 3.90 339.06 238.18 1.59 5.00 337.05 240.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3741E+02 EXCESS= .0000E+00 OUTFLOW= .3741E+02 BASIN STORAGE= .1021E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .62 4629.90 236.22 1.52 5.00 4611.55 240.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4879E+03 EXCESS= .0000E+00 OUTFLOW= .4879E+03 BASIN STORAGE= .2118E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .63 4522.38 235.95 1.48 5.00 4510.56 240.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4767E+03 EXCESS= .0000E+00 OUTFLOW= .4767E+03 BASIN STORAGE= .2149E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .64 4347.00 236.54 1.42 5.00 4342.44 240.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4584E+03 EXCESS= .0000E+00 OUTFLOW= .4584E+03 BASIN STORAGE= .2043E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .65 4172.70 236.56 1.37 5.00 4169.47 240.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4399E+03 EXCESS= .0000E+00 OUTFLOW= .4399E+03 BASIN STORAGE= .2008E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .65 4106.19 240.01 1.35 5.00 4106.18 240.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4327E+03 EXCESS= .0000E+00 OUTFLOW= .4327E+03 BASIN STORAGE= .2039E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .66 4061.00 239.73 1.33 5.00 4059.77 240.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4276E+03 EXCESS= .0000E+00 OUTFLOW= .4276E+03 BASIN STORAGE= .2109E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .66 4019.23 240.07 1.32 5.00 4019.17 240.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4239E+03 EXCESS= .0000E+00 OUTFLOW= .4239E+03 BASIN STORAGE= .2050E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .66 3967.79 240.02 1.30 5.00 3967.78 240.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4181E+03 EXCESS= .0000E+00 OUTFLOW= .4181E+03 BASIN STORAGE= .2143E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .67 3902.86 239.59 1.28 5.00 3901.86 240.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4110E+03 EXCESS= .0000E+00 OUTFLOW= .4110E+03 BASIN STORAGE= .2005E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .71 4790.94 236.34 1.53 5.00 4765.80 240.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5091E+03 EXCESS= .0000E+00 OUTFLOW= .5091E+03 BASIN STORAGE= .2500E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .71 4678.64 236.48 1.49 5.00 4661.60 240.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4975E+03 EXCESS= .0000E+00 OUTFLOW= .4975E+03 BASIN STORAGE= .2338E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .73 4497.71 236.62 1.44 5.00 4486.22 240.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4784E+03 EXCESS= .0000E+00 OUTFLOW= .4784E+03 BASIN STORAGE= .2459E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .74 4317.40 236.11 1.38 5.00 4308.47 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4592E+03 EXCESS= .0000E+00 OUTFLOW= .4592E+03 BASIN STORAGE= .2307E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .74 4246.32 236.22 1.36 5.00 4243.56 240.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4517E+03 EXCESS= .0000E+00 OUTFLOW= .4517E+03 BASIN STORAGE= .2492E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .75 4195.62 239.57 1.34 5.00 4193.65 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4464E+03 EXCESS= .0000E+00 OUTFLOW= .4464E+03 BASIN STORAGE= .2347E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .75 4154.44 239.77 1.33 5.00 4152.63 240.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4426E+03 EXCESS= .0000E+00 OUTFLOW= .4426E+03 BASIN STORAGE= .2383E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .75 4105.46 236.44 1.31 5.00 4100.29 240.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4365E+03 EXCESS= .0000E+00 OUTFLOW= .4365E+03 BASIN STORAGE= .2500E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .76 4036.24 236.55 1.29 5.00 4031.89 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4292E+03 EXCESS= .0000E+00 OUTFLOW= .4292E+03 BASIN STORAGE= .2391E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.20 225.08 230.78 2.07 5.00 223.29 230.00 2.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2245E+02 EXCESS= .0000E+00 OUTFLOW= .2246E+02 BASIN STORAGE= .4138E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.23 220.08 232.46 2.03 5.00 218.84 230.00 2.03
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2202E+02 EXCESS= .0000E+00 OUTFLOW= .2203E+02 BASIN STORAGE= .4303E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.28 214.13 231.09 1.97 5.00 211.96 230.00 1.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2129E+02 EXCESS= .0000E+00 OUTFLOW= .2131E+02 BASIN STORAGE= .5160E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.33 207.78 229.73 1.90 5.00 207.71 230.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2059E+02 EXCESS= .0000E+00 OUTFLOW= .2060E+02 BASIN STORAGE= .4462E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.36 204.71 230.94 1.88 5.00 202.70 230.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2029E+02 EXCESS= .0000E+00 OUTFLOW= .2030E+02 BASIN STORAGE= .5136E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.37 202.54 231.79 1.86 5.00 200.01 230.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2009E+02 EXCESS= .0000E+00 OUTFLOW= .2010E+02 BASIN STORAGE= .4468E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.39 200.96 232.41 1.84 5.00 198.86 230.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1995E+02 EXCESS= .0000E+00 OUTFLOW= .1996E+02 BASIN STORAGE= .4157E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.40 198.48 229.01 1.82 5.00 198.48 230.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1974E+02 EXCESS= .0000E+00 OUTFLOW= .1975E+02 BASIN STORAGE= .4715E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.43 196.89 230.27 1.80 5.00 196.14 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1945E+02 EXCESS= .0000E+00 OUTFLOW= .1946E+02 BASIN STORAGE= .4081E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1457.05 224.73 .65 5.00 1455.51 225.00 .65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+03 EXCESS= .0000E+00 OUTFLOW= .2327E+03 BASIN STORAGE= .4860E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1457.79 224.73 .65 5.00 1456.07 225.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2295E+03 EXCESS= .0000E+00 OUTFLOW= .2295E+03 BASIN STORAGE= .4670E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1459.12 224.73 .63 5.00 1457.07 225.00 .63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2241E+03 EXCESS= .0000E+00 OUTFLOW= .2241E+03 BASIN STORAGE= .4677E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1460.23 224.73 .62 5.00 1457.91 225.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2188E+03 EXCESS= .0000E+00 OUTFLOW= .2188E+03 BASIN STORAGE= .4637E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1460.68 224.73 .61 5.00 1458.25 225.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2167E+03 EXCESS= .0000E+00 OUTFLOW= .2167E+03 BASIN STORAGE= .4602E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1461.00 224.73 .60 5.00 1458.49 225.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2152E+03 EXCESS= .0000E+00 OUTFLOW= .2152E+03 BASIN STORAGE= .4592E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1461.24 224.73 .60 5.00 1458.67 225.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2141E+03 EXCESS= .0000E+00 OUTFLOW= .2141E+03 BASIN STORAGE= .4609E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1461.57 224.73 .60 5.00 1458.92 225.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2122E+03 EXCESS= .0000E+00 OUTFLOW= .2122E+03 BASIN STORAGE= .4618E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1459.26 224.73 .59 5.00 1456.84 225.00 .59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2100E+03 EXCESS= .0000E+00 OUTFLOW= .2100E+03 BASIN STORAGE= .4557E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 4.85 161.82 237.66 1.88 5.00 161.34 235.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1687E+02 EXCESS= .0000E+00 OUTFLOW= .1688E+02 BASIN STORAGE= .1056E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 4.87 159.56 233.96 1.84 5.00 159.17 235.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1653E+02 EXCESS= .0000E+00 OUTFLOW= .1653E+02 BASIN STORAGE= .8832E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 4.92 154.86 235.95 1.78 5.00 153.86 235.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1596E+02 EXCESS= .0000E+00 OUTFLOW= .1596E+02 BASIN STORAGE= .9123E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 4.96 148.07 238.02 1.72 5.00 147.73 235.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1538E+02 EXCESS= .0000E+00 OUTFLOW= .1539E+02 BASIN STORAGE= .9338E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 4.98 146.62 233.89 1.69 5.00 146.34 235.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1515E+02 EXCESS= .0000E+00 OUTFLOW= .1516E+02 BASIN STORAGE= .1155E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 4.99 145.99 234.49 1.67 5.00 145.73 235.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1500E+02 EXCESS= .0000E+00 OUTFLOW= .1500E+02 BASIN STORAGE= .1072E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 5.00 145.54 234.92 1.66 5.00 145.48 235.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1488E+02 EXCESS= .0000E+00 OUTFLOW= .1488E+02 BASIN STORAGE= .1011E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 5.00 143.95 235.00 1.64 5.00 143.95 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1470E+02 EXCESS= .0000E+00 OUTFLOW= .1470E+02 BASIN STORAGE= .9934E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 5.00 141.81 235.00 1.62 5.00 141.81 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1447E+02 EXCESS= .0000E+00 OUTFLOW= .1447E+02 BASIN STORAGE= .9519E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.11 460.08 240.76 1.90 5.00 459.28 240.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5510E+02 EXCESS= .0000E+00 OUTFLOW= .5510E+02 BASIN STORAGE= .1456E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.12 451.62 241.41 1.86 5.00 450.89 240.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5397E+02 EXCESS= .0000E+00 OUTFLOW= .5397E+02 BASIN STORAGE= .1518E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.13 437.35 241.22 1.79 5.00 436.37 240.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5211E+02 EXCESS= .0000E+00 OUTFLOW= .5212E+02 BASIN STORAGE= .1448E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.15 421.75 241.28 1.73 5.00 420.75 240.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5025E+02 EXCESS= .0000E+00 OUTFLOW= .5025E+02 BASIN STORAGE= .1454E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.15 416.12 241.39 1.70 5.00 415.22 240.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4950E+02 EXCESS= .0000E+00 OUTFLOW= .4951E+02 BASIN STORAGE= .1528E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.16 412.78 241.06 1.69 5.00 411.93 240.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4898E+02 EXCESS= .0000E+00 OUTFLOW= .4899E+02 BASIN STORAGE= .1439E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.16 409.85 240.47 1.67 5.00 409.22 240.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4861E+02 EXCESS= .0000E+00 OUTFLOW= .4861E+02 BASIN STORAGE= .1427E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.17 405.19 241.57 1.65 5.00 404.59 240.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4802E+02 EXCESS= .0000E+00 OUTFLOW= .4802E+02 BASIN STORAGE= .1535E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.17 399.37 240.65 1.63 5.00 398.66 240.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4728E+02 EXCESS= .0000E+00 OUTFLOW= .4728E+02 BASIN STORAGE= .1434E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.16 732.16 237.12 1.86 5.00 728.83 235.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8471E+02 EXCESS= .0000E+00 OUTFLOW= .8471E+02 BASIN STORAGE= .3871E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.17 717.17 236.70 1.83 5.00 715.07 235.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8295E+02 EXCESS= .0000E+00 OUTFLOW= .8296E+02 BASIN STORAGE= .3325E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.20 693.39 237.79 1.76 5.00 689.66 235.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8006E+02 EXCESS= .0000E+00 OUTFLOW= .8007E+02 BASIN STORAGE= .3562E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.23 667.94 236.83 1.70 5.00 665.82 235.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7716E+02 EXCESS= .0000E+00 OUTFLOW= .7716E+02 BASIN STORAGE= .3886E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.25 659.10 238.10 1.67 5.00 655.59 235.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7601E+02 EXCESS= .0000E+00 OUTFLOW= .7601E+02 BASIN STORAGE= .3744E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.25 652.75 236.69 1.66 5.00 650.75 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7520E+02 EXCESS= .0000E+00 OUTFLOW= .7520E+02 BASIN STORAGE= .3800E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.26 650.57 237.25 1.64 5.00 647.72 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7463E+02 EXCESS= .0000E+00 OUTFLOW= .7463E+02 BASIN STORAGE= .3387E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.27 641.24 238.38 1.62 5.00 638.24 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7370E+02 EXCESS= .0000E+00 OUTFLOW= .7371E+02 BASIN STORAGE= .3920E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.28 633.07 237.51 1.60 5.00 629.70 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7255E+02 EXCESS= .0000E+00 OUTFLOW= .7255E+02 BASIN STORAGE= .3716E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.65 2427.45 238.17 .83 5.00 2425.59 240.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3464E+03 EXCESS= .0000E+00 OUTFLOW= .3463E+03 BASIN STORAGE= .4627E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.66 2408.14 238.91 .82 5.00 2405.82 240.00 .82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3407E+03 EXCESS= .0000E+00 OUTFLOW= .3407E+03 BASIN STORAGE= .4470E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.67 2375.95 238.61 .79 5.00 2374.84 240.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3315E+03 EXCESS= .0000E+00 OUTFLOW= .3314E+03 BASIN STORAGE= .4606E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.68 2342.94 238.25 .77 5.00 2342.15 240.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3223E+03 EXCESS= .0000E+00 OUTFLOW= .3222E+03 BASIN STORAGE= .4675E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.68 2329.99 238.81 .76 5.00 2328.63 240.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3185E+03 EXCESS= .0000E+00 OUTFLOW= .3185E+03 BASIN STORAGE= .4151E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.68 2322.10 239.10 .76 5.00 2320.32 240.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3160E+03 EXCESS= .0000E+00 OUTFLOW= .3159E+03 BASIN STORAGE= .4522E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.69 2317.15 239.30 .75 5.00 2315.44 240.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3141E+03 EXCESS= .0000E+00 OUTFLOW= .3140E+03 BASIN STORAGE= .4363E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.69 2305.53 239.81 .74 5.00 2304.90 240.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3110E+03 EXCESS= .0000E+00 OUTFLOW= .3110E+03 BASIN STORAGE= .4560E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.69 2293.99 238.61 .74 5.00 2293.10 240.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3072E+03 EXCESS= .0000E+00 OUTFLOW= .3072E+03 BASIN STORAGE= .4706E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 211.60 235.00 1.65 5.00 211.60 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+02 EXCESS= .0000E+00 OUTFLOW= .1834E+02 BASIN STORAGE= .1944E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 207.21 235.00 1.61 5.00 207.21 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1793E+02 EXCESS= .0000E+00 OUTFLOW= .1793E+02 BASIN STORAGE= .1922E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 199.89 235.00 1.55 5.00 199.89 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1725E+02 EXCESS= .0000E+00 OUTFLOW= .1726E+02 BASIN STORAGE= .1884E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 192.57 235.00 1.49 5.00 192.57 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1657E+02 EXCESS= .0000E+00 OUTFLOW= .1658E+02 BASIN STORAGE= .1847E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 189.64 235.00 1.46 5.00 189.64 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1630E+02 EXCESS= .0000E+00 OUTFLOW= .1631E+02 BASIN STORAGE= .1831E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 187.59 235.00 1.45 5.00 187.59 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1611E+02 EXCESS= .0000E+00 OUTFLOW= .1612E+02 BASIN STORAGE= .1821E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 186.13 235.00 1.43 5.00 186.13 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1598E+02 EXCESS= .0000E+00 OUTFLOW= .1599E+02 BASIN STORAGE= .1813E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 183.79 235.00 1.41 5.00 183.79 235.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1577E+02 EXCESS= .0000E+00 OUTFLOW= .1577E+02 BASIN STORAGE= .1800E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 180.87 235.00 1.39 5.00 180.87 235.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1550E+02 EXCESS= .0000E+00 OUTFLOW= .1550E+02 BASIN STORAGE= .1785E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.83 2810.43 236.09 .87 5.00 2802.70 235.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3838E+03 EXCESS= .0000E+00 OUTFLOW= .3837E+03 BASIN STORAGE= .5549E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.84 2783.90 237.06 .85 5.00 2775.95 235.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3772E+03 EXCESS= .0000E+00 OUTFLOW= .3771E+03 BASIN STORAGE= .5265E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.85 2737.83 236.84 .83 5.00 2729.98 235.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3665E+03 EXCESS= .0000E+00 OUTFLOW= .3665E+03 BASIN STORAGE= .5266E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.86 2690.68 236.59 .81 5.00 2682.13 235.00 .81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3559E+03 EXCESS= .0000E+00 OUTFLOW= .3558E+03 BASIN STORAGE= .5142E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.87 2670.52 237.31 .80 5.00 2661.30 235.00 .80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3516E+03 EXCESS= .0000E+00 OUTFLOW= .3515E+03 BASIN STORAGE= .5401E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.87 2657.57 237.72 .79 5.00 2648.64 235.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3486E+03 EXCESS= .0000E+00 OUTFLOW= .3485E+03 BASIN STORAGE= .4825E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.87 2648.67 238.02 .78 5.00 2640.53 240.00 .78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3464E+03 EXCESS= .0000E+00 OUTFLOW= .3463E+03 BASIN STORAGE= .5419E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.88 2635.91 236.69 .78 5.00 2627.01 235.00 .78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3430E+03 EXCESS= .0000E+00 OUTFLOW= .3429E+03 BASIN STORAGE= .5580E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.88 2617.73 237.34 .77 5.00 2607.45 235.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3386E+03 EXCESS= .0000E+00 OUTFLOW= .3385E+03 BASIN STORAGE= .5577E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 262.61 235.00 1.86 5.00 262.61 235.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2348E+02 EXCESS= .0000E+00 OUTFLOW= .2350E+02 BASIN STORAGE= .2442E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 257.53 235.00 1.82 5.00 257.53 235.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2300E+02 EXCESS= .0000E+00 OUTFLOW= .2301E+02 BASIN STORAGE= .2415E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 249.05 235.00 1.76 5.00 249.05 235.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2219E+02 EXCESS= .0000E+00 OUTFLOW= .2220E+02 BASIN STORAGE= .2371E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 240.57 235.00 1.69 5.00 240.57 235.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2139E+02 EXCESS= .0000E+00 OUTFLOW= .2140E+02 BASIN STORAGE= .2326E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 237.17 235.00 1.67 5.00 237.17 235.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2106E+02 EXCESS= .0000E+00 OUTFLOW= .2108E+02 BASIN STORAGE= .2307E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 234.80 235.00 1.65 5.00 234.80 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2084E+02 EXCESS= .0000E+00 OUTFLOW= .2085E+02 BASIN STORAGE= .2295E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 233.10 235.00 1.64 5.00 233.10 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2068E+02 EXCESS= .0000E+00 OUTFLOW= .2069E+02 BASIN STORAGE= .2285E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 230.38 235.00 1.62 5.00 230.38 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2042E+02 EXCESS= .0000E+00 OUTFLOW= .2044E+02 BASIN STORAGE= .2271E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 226.98 235.00 1.59 5.00 226.98 235.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2010E+02 EXCESS= .0000E+00 OUTFLOW= .2012E+02 BASIN STORAGE= .2252E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .40 548.20 230.22 1.80 5.00 547.34 230.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5073E+02 EXCESS= .0000E+00 OUTFLOW= .5073E+02 BASIN STORAGE= .5697E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .40 537.07 230.52 1.77 5.00 536.16 230.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4966E+02 EXCESS= .0000E+00 OUTFLOW= .4966E+02 BASIN STORAGE= .5662E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .41 518.42 230.54 1.70 5.00 517.49 230.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4788E+02 EXCESS= .0000E+00 OUTFLOW= .4788E+02 BASIN STORAGE= .5612E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .41 499.66 230.21 1.64 5.00 498.79 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4611E+02 EXCESS= .0000E+00 OUTFLOW= .4611E+02 BASIN STORAGE= .5678E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .42 492.64 230.35 1.62 5.00 491.44 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4541E+02 EXCESS= .0000E+00 OUTFLOW= .4541E+02 BASIN STORAGE= .5650E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .42 487.39 230.49 1.60 5.00 486.21 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4491E+02 EXCESS= .0000E+00 OUTFLOW= .4491E+02 BASIN STORAGE= .5643E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .42 483.76 230.36 1.59 5.00 482.52 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4456E+02 EXCESS= .0000E+00 OUTFLOW= .4456E+02 BASIN STORAGE= .5468E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .42 477.42 230.24 1.57 5.00 476.43 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4400E+02 EXCESS= .0000E+00 OUTFLOW= .4400E+02 BASIN STORAGE= .5501E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .42 470.54 230.42 1.54 5.00 469.19 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4329E+02 EXCESS= .0000E+00 OUTFLOW= .4329E+02 BASIN STORAGE= .5676E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 169.61 245.00 .80 5.00 169.61 245.00 .80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1824E+02 EXCESS= .0000E+00 OUTFLOW= .1823E+02 BASIN STORAGE= .1564E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 165.40 245.00 .78 5.00 165.40 245.00 .78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1777E+02 EXCESS= .0000E+00 OUTFLOW= .1776E+02 BASIN STORAGE= .1541E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 158.41 245.00 .74 5.00 158.41 245.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1700E+02 EXCESS= .0000E+00 OUTFLOW= .1700E+02 BASIN STORAGE= .1503E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 151.50 245.00 .71 5.00 151.50 245.00 .71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1624E+02 EXCESS= .0000E+00 OUTFLOW= .1623E+02 BASIN STORAGE= .1667E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 148.73 245.00 .70 5.00 148.73 245.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1594E+02 EXCESS= .0000E+00 OUTFLOW= .1593E+02 BASIN STORAGE= .1650E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 146.79 245.00 .69 5.00 146.79 245.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1573E+02 EXCESS= .0000E+00 OUTFLOW= .1572E+02 BASIN STORAGE= .1638E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 145.41 245.00 .68 5.00 145.41 245.00 .68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1558E+02 EXCESS= .0000E+00 OUTFLOW= .1557E+02 BASIN STORAGE= .1630E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 143.21 245.00 .67 5.00 143.21 245.00 .67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1534E+02 EXCESS= .0000E+00 OUTFLOW= .1533E+02 BASIN STORAGE= .1559E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 140.46 245.00 .66 5.00 140.46 245.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1504E+02 EXCESS= .0000E+00 OUTFLOW= .1503E+02 BASIN STORAGE= .1542E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .77 293.19 235.17 .97 5.00 293.02 235.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3209E+02 EXCESS= .0000E+00 OUTFLOW= .3209E+02 BASIN STORAGE= .8769E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .77 285.77 235.27 .94 5.00 285.53 235.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3128E+02 EXCESS= .0000E+00 OUTFLOW= .3128E+02 BASIN STORAGE= .8784E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .79 273.52 235.52 .90 5.00 273.18 235.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2994E+02 EXCESS= .0000E+00 OUTFLOW= .2994E+02 BASIN STORAGE= .8268E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .80 261.21 235.89 .86 5.00 260.87 235.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2861E+02 EXCESS= .0000E+00 OUTFLOW= .2861E+02 BASIN STORAGE= .8773E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .81 256.16 235.25 .85 5.00 255.89 235.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2808E+02 EXCESS= .0000E+00 OUTFLOW= .2808E+02 BASIN STORAGE= .8172E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .81 252.99 235.70 .84 5.00 252.55 235.00 .84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2772E+02 EXCESS= .0000E+00 OUTFLOW= .2772E+02 BASIN STORAGE= .8560E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .82 250.62 235.80 .83 5.00 250.16 235.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2745E+02 EXCESS= .0000E+00 OUTFLOW= .2745E+02 BASIN STORAGE= .8183E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .82 246.63 235.63 .82 5.00 246.17 235.00 .82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2703E+02 EXCESS= .0000E+00 OUTFLOW= .2703E+02 BASIN STORAGE= .8359E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .83 241.88 235.85 .80 5.00 241.40 235.00 .80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2651E+02 EXCESS= .0000E+00 OUTFLOW= .2651E+02 BASIN STORAGE= .8326E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.85 830.31 232.87 1.35 5.00 821.34 235.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8286E+02 EXCESS= .0000E+00 OUTFLOW= .8286E+02 BASIN STORAGE= .3093E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.87 811.34 233.13 1.32 5.00 803.39 235.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8098E+02 EXCESS= .0000E+00 OUTFLOW= .8098E+02 BASIN STORAGE= .3360E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.89 781.22 233.00 1.27 5.00 773.63 235.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7786E+02 EXCESS= .0000E+00 OUTFLOW= .7786E+02 BASIN STORAGE= .3133E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.93 750.52 232.99 1.22 5.00 743.69 235.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7476E+02 EXCESS= .0000E+00 OUTFLOW= .7476E+02 BASIN STORAGE= .3052E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.94 738.74 232.59 1.20 5.00 731.77 235.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7352E+02 EXCESS= .0000E+00 OUTFLOW= .7353E+02 BASIN STORAGE= .3130E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.95 728.90 233.67 1.19 5.00 722.87 235.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7266E+02 EXCESS= .0000E+00 OUTFLOW= .7267E+02 BASIN STORAGE= .3019E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.95 724.07 232.52 1.18 5.00 717.71 235.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7205E+02 EXCESS= .0000E+00 OUTFLOW= .7205E+02 BASIN STORAGE= .3047E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.96 712.90 233.81 1.16 5.00 707.43 235.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7107E+02 EXCESS= .0000E+00 OUTFLOW= .7107E+02 BASIN STORAGE= .3138E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 1.98 701.62 233.44 1.14 5.00 695.76 235.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6984E+02 EXCESS= .0000E+00 OUTFLOW= .6984E+02 BASIN STORAGE= .3202E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.29 3842.97 237.77 .96 5.00 3829.79 235.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4932E+03 EXCESS= .0000E+00 OUTFLOW= .4931E+03 BASIN STORAGE= .7580E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.30 3796.22 236.69 .94 5.00 3779.28 235.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4843E+03 EXCESS= .0000E+00 OUTFLOW= .4842E+03 BASIN STORAGE= .7112E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.32 3711.62 236.45 .91 5.00 3692.76 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4697E+03 EXCESS= .0000E+00 OUTFLOW= .4696E+03 BASIN STORAGE= .7987E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.34 3625.71 236.29 .88 5.00 3606.30 235.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4551E+03 EXCESS= .0000E+00 OUTFLOW= .4550E+03 BASIN STORAGE= .7599E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.35 3597.76 237.22 .87 5.00 3579.27 235.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4493E+03 EXCESS= .0000E+00 OUTFLOW= .4491E+03 BASIN STORAGE= .7802E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.35 3571.55 237.84 .86 5.00 3550.85 235.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4451E+03 EXCESS= .0000E+00 OUTFLOW= .4450E+03 BASIN STORAGE= .6854E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.36 3553.16 238.24 .86 5.00 3533.32 240.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4421E+03 EXCESS= .0000E+00 OUTFLOW= .4420E+03 BASIN STORAGE= .7711E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.37 3528.00 236.56 .85 5.00 3506.45 240.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4375E+03 EXCESS= .0000E+00 OUTFLOW= .4374E+03 BASIN STORAGE= .8085E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.37 3500.70 237.48 .84 5.00 3479.30 235.00 .84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4316E+03 EXCESS= .0000E+00 OUTFLOW= .4315E+03 BASIN STORAGE= .8041E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.86 3998.60 236.65 .98 5.00 3983.68 240.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5140E+03 EXCESS= .0000E+00 OUTFLOW= .5139E+03 BASIN STORAGE= .6482E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.87 3944.28 237.93 .96 5.00 3929.82 240.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5047E+03 EXCESS= .0000E+00 OUTFLOW= .5046E+03 BASIN STORAGE= .5710E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.89 3854.06 238.28 .93 5.00 3843.79 240.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4895E+03 EXCESS= .0000E+00 OUTFLOW= .4894E+03 BASIN STORAGE= .6708E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.91 3764.54 238.67 .90 5.00 3754.51 240.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4742E+03 EXCESS= .0000E+00 OUTFLOW= .4741E+03 BASIN STORAGE= .5720E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.92 3734.79 237.50 .89 5.00 3722.74 240.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4682E+03 EXCESS= .0000E+00 OUTFLOW= .4681E+03 BASIN STORAGE= .5861E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.92 3707.16 238.26 .88 5.00 3701.05 240.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4637E+03 EXCESS= .0000E+00 OUTFLOW= .4636E+03 BASIN STORAGE= .5972E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.93 3688.00 238.79 .88 5.00 3679.60 240.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4606E+03 EXCESS= .0000E+00 OUTFLOW= .4605E+03 BASIN STORAGE= .6276E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.93 3659.59 237.56 .87 5.00 3652.53 240.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4559E+03 EXCESS= .0000E+00 OUTFLOW= .4558E+03 BASIN STORAGE= .6350E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.94 3630.88 238.31 .86 5.00 3624.82 240.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4497E+03 EXCESS= .0000E+00 OUTFLOW= .4496E+03 BASIN STORAGE= .6336E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 108.21 255.00 -1.00 5.00 108.21 255.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 105.40 255.00 -1.00 5.00 105.40 255.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 100.73 255.00 -1.00 5.00 100.73 255.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 96.21 260.00 -1.00 5.00 96.21 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 94.51 260.00 -1.00 5.00 94.51 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 93.38 260.00 -1.00 5.00 93.38 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 92.53 260.00 -1.00 5.00 92.53 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 91.17 260.00 -1.00 5.00 91.17 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 89.46 260.00 -1.00 5.00 89.46 260.00 -1.00
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.36 339.61 231.04 1.54 5.00 339.10 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2966E+02 EXCESS= .0000E+00 OUTFLOW= .2967E+02 BASIN STORAGE= .1318E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.38 333.97 227.99 1.50 5.00 330.74 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2899E+02 EXCESS= .0000E+00 OUTFLOW= .2900E+02 BASIN STORAGE= .9990E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.43 322.54 230.25 1.44 5.00 322.01 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2783E+02 EXCESS= .0000E+00 OUTFLOW= .2784E+02 BASIN STORAGE= .9721E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.47 308.35 228.15 1.38 5.00 305.51 230.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2668E+02 EXCESS= .0000E+00 OUTFLOW= .2669E+02 BASIN STORAGE= .9361E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.49 306.61 229.12 1.36 5.00 303.98 230.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2625E+02 EXCESS= .0000E+00 OUTFLOW= .2626E+02 BASIN STORAGE= .1201E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.51 302.71 229.80 1.34 5.00 302.08 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2592E+02 EXCESS= .0000E+00 OUTFLOW= .2593E+02 BASIN STORAGE= .1020E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.52 298.59 230.30 1.33 5.00 297.95 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2568E+02 EXCESS= .0000E+00 OUTFLOW= .2569E+02 BASIN STORAGE= .9377E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.53 291.86 231.10 1.31 5.00 290.80 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2529E+02 EXCESS= .0000E+00 OUTFLOW= .2530E+02 BASIN STORAGE= .1247E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.55 285.74 227.57 1.29 5.00 284.57 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2483E+02 EXCESS= .0000E+00 OUTFLOW= .2483E+02 BASIN STORAGE= .9970E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 635.59 230.00 1.55 5.00 635.59 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5590E+02 EXCESS= .0000E+00 OUTFLOW= .5592E+02 BASIN STORAGE= .1950E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 623.28 230.00 1.52 5.00 623.28 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5463E+02 EXCESS= .0000E+00 OUTFLOW= .5465E+02 BASIN STORAGE= .1948E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 597.77 230.00 1.46 5.00 597.77 230.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5252E+02 EXCESS= .0000E+00 OUTFLOW= .5254E+02 BASIN STORAGE= .1925E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 574.08 230.00 1.40 5.00 574.08 230.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5033E+02 EXCESS= .0000E+00 OUTFLOW= .5035E+02 BASIN STORAGE= .1906E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 567.25 230.00 1.38 5.00 567.25 230.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4956E+02 EXCESS= .0000E+00 OUTFLOW= .4958E+02 BASIN STORAGE= .1894E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 560.69 235.00 1.36 5.00 560.69 235.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4896E+02 EXCESS= .0000E+00 OUTFLOW= .4898E+02 BASIN STORAGE= .1872E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 554.28 235.00 1.35 5.00 554.28 235.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4851E+02 EXCESS= .0000E+00 OUTFLOW= .4853E+02 BASIN STORAGE= .1881E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 543.98 235.00 1.33 5.00 543.98 235.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4777E+02 EXCESS= .0000E+00 OUTFLOW= .4778E+02 BASIN STORAGE= .1869E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 533.61 235.00 1.30 5.00 533.61 235.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4688E+02 EXCESS= .0000E+00 OUTFLOW= .4690E+02 BASIN STORAGE= .1849E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .66 837.28 230.59 1.60 5.00 834.86 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7560E+02 EXCESS= .0000E+00 OUTFLOW= .7560E+02 BASIN STORAGE= .1078E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .67 820.23 230.41 1.57 5.00 817.99 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7391E+02 EXCESS= .0000E+00 OUTFLOW= .7391E+02 BASIN STORAGE= .1101E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .68 788.89 230.73 1.51 5.00 786.15 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7110E+02 EXCESS= .0000E+00 OUTFLOW= .7110E+02 BASIN STORAGE= .1152E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .69 757.21 230.93 1.45 5.00 755.39 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6821E+02 EXCESS= .0000E+00 OUTFLOW= .6821E+02 BASIN STORAGE= .1138E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .69 749.32 230.72 1.42 5.00 746.11 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6716E+02 EXCESS= .0000E+00 OUTFLOW= .6716E+02 BASIN STORAGE= .1072E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .69 738.83 230.62 1.41 5.00 735.57 230.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6637E+02 EXCESS= .0000E+00 OUTFLOW= .6637E+02 BASIN STORAGE= .1167E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .70 729.68 230.94 1.39 5.00 727.28 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6578E+02 EXCESS= .0000E+00 OUTFLOW= .6578E+02 BASIN STORAGE= .1166E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .70 717.68 230.33 1.37 5.00 715.64 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6481E+02 EXCESS= .0000E+00 OUTFLOW= .6481E+02 BASIN STORAGE= .1104E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .71 706.26 230.48 1.35 5.00 703.65 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6365E+02 EXCESS= .0000E+00 OUTFLOW= .6365E+02 BASIN STORAGE= .1144E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.19 1198.76 230.42 1.54 5.00 1198.35 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1084E+03 EXCESS= .0000E+00 OUTFLOW= .1084E+03 BASIN STORAGE= .2374E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.20 1175.32 229.98 1.51 5.00 1175.24 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1059E+03 EXCESS= .0000E+00 OUTFLOW= .1059E+03 BASIN STORAGE= .2248E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.22 1129.19 229.99 1.45 5.00 1129.15 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1018E+03 EXCESS= .0000E+00 OUTFLOW= .1018E+03 BASIN STORAGE= .2497E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.24 1084.50 229.99 1.39 5.00 1084.46 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9762E+02 EXCESS= .0000E+00 OUTFLOW= .9763E+02 BASIN STORAGE= .2317E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.25 1069.11 230.00 1.37 5.00 1069.08 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9605E+02 EXCESS= .0000E+00 OUTFLOW= .9605E+02 BASIN STORAGE= .2264E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.26 1054.69 230.00 1.35 5.00 1054.68 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9490E+02 EXCESS= .0000E+00 OUTFLOW= .9490E+02 BASIN STORAGE= .2557E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.26 1041.69 229.70 1.34 5.00 1041.68 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9404E+02 EXCESS= .0000E+00 OUTFLOW= .9404E+02 BASIN STORAGE= .2330E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.27 1026.77 229.86 1.32 5.00 1026.60 230.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9267E+02 EXCESS= .0000E+00 OUTFLOW= .9267E+02 BASIN STORAGE= .2562E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.28 1010.27 230.16 1.30 5.00 1009.29 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9099E+02 EXCESS= .0000E+00 OUTFLOW= .9099E+02 BASIN STORAGE= .2320E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.89 350.39 227.00 1.81 5.00 345.52 230.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3190E+02 EXCESS= .0000E+00 OUTFLOW= .3189E+02 BASIN STORAGE= .2353E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.90 342.79 227.93 1.77 5.00 339.05 230.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3123E+02 EXCESS= .0000E+00 OUTFLOW= .3122E+02 BASIN STORAGE= .2330E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.91 331.36 227.61 1.71 5.00 327.47 230.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3011E+02 EXCESS= .0000E+00 OUTFLOW= .3010E+02 BASIN STORAGE= .2416E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.93 319.81 227.33 1.64 5.00 315.96 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2900E+02 EXCESS= .0000E+00 OUTFLOW= .2899E+02 BASIN STORAGE= .2528E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.93 314.83 228.00 1.62 5.00 311.72 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2855E+02 EXCESS= .0000E+00 OUTFLOW= .2855E+02 BASIN STORAGE= .2659E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.94 311.30 228.48 1.60 5.00 308.10 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2824E+02 EXCESS= .0000E+00 OUTFLOW= .2824E+02 BASIN STORAGE= .2357E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.94 309.48 226.88 1.59 5.00 305.79 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2802E+02 EXCESS= .0000E+00 OUTFLOW= .2802E+02 BASIN STORAGE= .2705E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.94 305.77 227.43 1.57 5.00 302.34 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2767E+02 EXCESS= .0000E+00 OUTFLOW= .2766E+02 BASIN STORAGE= .2364E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 1.95 300.83 228.14 1.54 5.00 297.95 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2723E+02 EXCESS= .0000E+00 OUTFLOW= .2722E+02 BASIN STORAGE= .2511E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 32.14 395.00 .56 5.00 32.14 395.00 .56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5661E+02 EXCESS= .0000E+00 OUTFLOW= .5602E+02 BASIN STORAGE= .5971E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 31.95 395.00 .55 5.00 31.95 395.00 .55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5621E+02 EXCESS= .0000E+00 OUTFLOW= .5562E+02 BASIN STORAGE= .5938E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 31.61 395.00 .55 5.00 31.61 395.00 .55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5551E+02 EXCESS= .0000E+00 OUTFLOW= .5493E+02 BASIN STORAGE= .5871E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 31.25 395.00 .54 5.00 31.25 395.00 .54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5479E+02 EXCESS= .0000E+00 OUTFLOW= .5421E+02 BASIN STORAGE= .5802E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 31.12 395.00 .54 5.00 31.12 395.00 .54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5450E+02 EXCESS= .0000E+00 OUTFLOW= .5393E+02 BASIN STORAGE= .5776E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 31.02 395.00 .53 5.00 31.02 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5430E+02 EXCESS= .0000E+00 OUTFLOW= .5373E+02 BASIN STORAGE= .5757E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.95 395.00 .53 5.00 30.95 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5414E+02 EXCESS= .0000E+00 OUTFLOW= .5357E+02 BASIN STORAGE= .5743E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.83 395.00 .53 5.00 30.83 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5390E+02 EXCESS= .0000E+00 OUTFLOW= .5334E+02 BASIN STORAGE= .5721E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.69 390.00 .53 5.00 30.69 390.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5360E+02 EXCESS= .0000E+00 OUTFLOW= .5304E+02 BASIN STORAGE= .5693E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 322.06 235.00 2.15 5.00 322.06 235.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3015E+02 EXCESS= .0000E+00 OUTFLOW= .3017E+02 BASIN STORAGE= .2755E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 316.42 235.00 2.11 5.00 316.42 235.00 2.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2959E+02 EXCESS= .0000E+00 OUTFLOW= .2961E+02 BASIN STORAGE= .2728E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 307.19 235.00 2.04 5.00 307.19 235.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2865E+02 EXCESS= .0000E+00 OUTFLOW= .2867E+02 BASIN STORAGE= .2966E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 297.76 235.00 1.98 5.00 297.76 235.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2771E+02 EXCESS= .0000E+00 OUTFLOW= .2773E+02 BASIN STORAGE= .2825E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 293.98 235.00 1.95 5.00 293.98 235.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2734E+02 EXCESS= .0000E+00 OUTFLOW= .2736E+02 BASIN STORAGE= .2806E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 291.34 235.00 1.93 5.00 291.34 235.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2708E+02 EXCESS= .0000E+00 OUTFLOW= .2709E+02 BASIN STORAGE= .2792E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 289.44 235.00 1.92 5.00 289.44 235.00 1.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2689E+02 EXCESS= .0000E+00 OUTFLOW= .2691E+02 BASIN STORAGE= .2782E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 286.42 235.00 1.90 5.00 286.42 235.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2659E+02 EXCESS= .0000E+00 OUTFLOW= .2661E+02 BASIN STORAGE= .2766E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 282.63 235.00 1.87 5.00 282.63 235.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2622E+02 EXCESS= .0000E+00 OUTFLOW= .2623E+02 BASIN STORAGE= .2746E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.22 501.25 231.71 2.10 5.00 495.49 235.00 2.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4920E+02 EXCESS= .0000E+00 OUTFLOW= .4920E+02 BASIN STORAGE= .1821E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.23 491.81 232.22 2.06 5.00 486.73 235.00 2.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4826E+02 EXCESS= .0000E+00 OUTFLOW= .4826E+02 BASIN STORAGE= .1812E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.24 476.80 231.46 1.99 5.00 472.35 235.00 2.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4670E+02 EXCESS= .0000E+00 OUTFLOW= .4670E+02 BASIN STORAGE= .1749E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.26 461.32 232.02 1.93 5.00 457.30 235.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4515E+02 EXCESS= .0000E+00 OUTFLOW= .4515E+02 BASIN STORAGE= .1807E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.27 455.18 232.01 1.90 5.00 451.41 235.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4453E+02 EXCESS= .0000E+00 OUTFLOW= .4453E+02 BASIN STORAGE= .1780E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.27 450.88 231.63 1.88 5.00 447.28 235.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4409E+02 EXCESS= .0000E+00 OUTFLOW= .4409E+02 BASIN STORAGE= .1646E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.28 447.83 232.28 1.87 5.00 444.65 235.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4379E+02 EXCESS= .0000E+00 OUTFLOW= .4379E+02 BASIN STORAGE= .1631E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.28 442.90 232.03 1.85 5.00 439.62 235.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4329E+02 EXCESS= .0000E+00 OUTFLOW= .4329E+02 BASIN STORAGE= .1670E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.29 436.75 232.06 1.82 5.00 433.75 235.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4267E+02 EXCESS= .0000E+00 OUTFLOW= .4267E+02 BASIN STORAGE= .1632E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 200.50 235.00 1.84 5.00 200.50 235.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1708E+02 EXCESS= .0000E+00 OUTFLOW= .1710E+02 BASIN STORAGE= .3331E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 196.62 235.00 1.80 5.00 196.62 235.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1673E+02 EXCESS= .0000E+00 OUTFLOW= .1674E+02 BASIN STORAGE= .3297E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 190.13 235.00 1.74 5.00 190.13 235.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1614E+02 EXCESS= .0000E+00 OUTFLOW= .1615E+02 BASIN STORAGE= .3239E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 183.63 235.00 1.68 5.00 183.63 235.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1555E+02 EXCESS= .0000E+00 OUTFLOW= .1556E+02 BASIN STORAGE= .3180E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 181.03 235.00 1.65 5.00 181.03 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1531E+02 EXCESS= .0000E+00 OUTFLOW= .1533E+02 BASIN STORAGE= .3157E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 179.21 235.00 1.63 5.00 179.21 235.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1515E+02 EXCESS= .0000E+00 OUTFLOW= .1516E+02 BASIN STORAGE= .3140E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 177.91 235.00 1.62 5.00 177.91 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1503E+02 EXCESS= .0000E+00 OUTFLOW= .1504E+02 BASIN STORAGE= .3128E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 175.82 235.00 1.60 5.00 175.82 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1484E+02 EXCESS= .0000E+00 OUTFLOW= .1486E+02 BASIN STORAGE= .3109E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 173.22 235.00 1.58 5.00 173.22 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1461E+02 EXCESS= .0000E+00 OUTFLOW= .1462E+02 BASIN STORAGE= .3085E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .83 972.54 231.25 1.90 5.00 967.34 230.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9463E+02 EXCESS= .0000E+00 OUTFLOW= .9463E+02 BASIN STORAGE= .1551E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .84 953.27 230.57 1.86 5.00 948.27 230.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9272E+02 EXCESS= .0000E+00 OUTFLOW= .9272E+02 BASIN STORAGE= .1590E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .85 921.60 231.21 1.80 5.00 915.54 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8953E+02 EXCESS= .0000E+00 OUTFLOW= .8953E+02 BASIN STORAGE= .1584E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .87 889.36 231.12 1.74 5.00 882.77 230.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8635E+02 EXCESS= .0000E+00 OUTFLOW= .8635E+02 BASIN STORAGE= .1440E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .87 876.26 230.74 1.71 5.00 870.07 230.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8508E+02 EXCESS= .0000E+00 OUTFLOW= .8508E+02 BASIN STORAGE= .1555E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .87 867.86 230.82 1.69 5.00 861.36 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8420E+02 EXCESS= .0000E+00 OUTFLOW= .8420E+02 BASIN STORAGE= .1469E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .88 860.29 231.50 1.68 5.00 854.37 230.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8358E+02 EXCESS= .0000E+00 OUTFLOW= .8358E+02 BASIN STORAGE= .1546E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .88 851.33 230.89 1.66 5.00 844.48 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8256E+02 EXCESS= .0000E+00 OUTFLOW= .8256E+02 BASIN STORAGE= .1562E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .89 837.16 231.42 1.63 5.00 830.59 230.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8130E+02 EXCESS= .0000E+00 OUTFLOW= .8130E+02 BASIN STORAGE= .1462E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 401.06 235.00 1.82 5.00 401.06 235.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3515E+02 EXCESS= .0000E+00 OUTFLOW= .3517E+02 BASIN STORAGE= .3012E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 393.27 235.00 1.78 5.00 393.27 235.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3441E+02 EXCESS= .0000E+00 OUTFLOW= .3443E+02 BASIN STORAGE= .2980E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 380.26 235.00 1.71 5.00 380.26 235.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3318E+02 EXCESS= .0000E+00 OUTFLOW= .3320E+02 BASIN STORAGE= .2823E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 367.25 235.00 1.65 5.00 367.25 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3196E+02 EXCESS= .0000E+00 OUTFLOW= .3198E+02 BASIN STORAGE= .2770E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 362.04 235.00 1.63 5.00 362.04 235.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3147E+02 EXCESS= .0000E+00 OUTFLOW= .3149E+02 BASIN STORAGE= .2749E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 358.39 235.00 1.61 5.00 358.39 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3113E+02 EXCESS= .0000E+00 OUTFLOW= .3115E+02 BASIN STORAGE= .2734E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 355.79 235.00 1.60 5.00 355.79 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3089E+02 EXCESS= .0000E+00 OUTFLOW= .3091E+02 BASIN STORAGE= .2723E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 351.62 235.00 1.58 5.00 351.62 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3050E+02 EXCESS= .0000E+00 OUTFLOW= .3052E+02 BASIN STORAGE= .2706E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 346.40 235.00 1.55 5.00 346.40 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3001E+02 EXCESS= .0000E+00 OUTFLOW= .3003E+02 BASIN STORAGE= .2684E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .82 1524.62 230.85 1.82 5.00 1510.89 230.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1449E+03 EXCESS= .0000E+00 OUTFLOW= .1449E+03 BASIN STORAGE= .1811E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .83 1492.96 231.10 1.78 5.00 1478.19 230.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1419E+03 EXCESS= .0000E+00 OUTFLOW= .1419E+03 BASIN STORAGE= .1783E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .84 1440.55 231.09 1.72 5.00 1426.46 235.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1368E+03 EXCESS= .0000E+00 OUTFLOW= .1368E+03 BASIN STORAGE= .1808E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .85 1387.98 231.16 1.65 5.00 1376.60 235.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1318E+03 EXCESS= .0000E+00 OUTFLOW= .1318E+03 BASIN STORAGE= .1759E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .86 1367.33 230.83 1.63 5.00 1357.92 235.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1298E+03 EXCESS= .0000E+00 OUTFLOW= .1298E+03 BASIN STORAGE= .1821E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .86 1353.35 230.95 1.61 5.00 1343.55 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1285E+03 EXCESS= .0000E+00 OUTFLOW= .1284E+03 BASIN STORAGE= .1743E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .86 1342.04 230.84 1.60 5.00 1334.53 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1275E+03 EXCESS= .0000E+00 OUTFLOW= .1275E+03 BASIN STORAGE= .1767E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .87 1326.08 231.10 1.58 5.00 1317.49 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1259E+03 EXCESS= .0000E+00 OUTFLOW= .1259E+03 BASIN STORAGE= .1764E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .87 1304.50 230.89 1.55 5.00 1298.24 235.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1239E+03 EXCESS= .0000E+00 OUTFLOW= .1239E+03 BASIN STORAGE= .1800E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.50 1599.18 232.08 1.13 5.00 1584.00 235.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2090E+03 EXCESS= .0000E+00 OUTFLOW= .2088E+03 BASIN STORAGE= .3789E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.51 1564.50 232.58 1.11 5.00 1551.40 235.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2053E+03 EXCESS= .0000E+00 OUTFLOW= .2052E+03 BASIN STORAGE= .3774E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.53 1510.22 232.89 1.08 5.00 1498.65 235.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1994E+03 EXCESS= .0000E+00 OUTFLOW= .1992E+03 BASIN STORAGE= .3742E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.56 1456.34 231.75 1.05 5.00 1446.18 235.00 1.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1934E+03 EXCESS= .0000E+00 OUTFLOW= .1932E+03 BASIN STORAGE= .3709E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.56 1435.72 233.07 1.03 5.00 1426.04 235.00 1.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1910E+03 EXCESS= .0000E+00 OUTFLOW= .1908E+03 BASIN STORAGE= .3696E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.57 1420.21 232.52 1.03 5.00 1411.85 235.00 1.03
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1893E+03 EXCESS= .0000E+00 OUTFLOW= .1892E+03 BASIN STORAGE= .3687E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.58 1409.58 231.67 1.02 5.00 1401.35 235.00 1.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1881E+03 EXCESS= .0000E+00 OUTFLOW= .1880E+03 BASIN STORAGE= .3680E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.58 1391.30 232.90 1.01 5.00 1383.82 235.00 1.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1862E+03 EXCESS= .0000E+00 OUTFLOW= .1860E+03 BASIN STORAGE= .3670E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.59 1370.22 232.77 1.00 5.00 1363.57 235.00 1.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1838E+03 EXCESS= .0000E+00 OUTFLOW= .1836E+03 BASIN STORAGE= .3657E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 1.92 230.93 221.10 1.98 5.00 229.92 220.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1849E+02 EXCESS= .0000E+00 OUTFLOW= .1849E+02 BASIN STORAGE= .1928E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 1.94 226.82 222.76 1.94 5.00 225.30 220.00 1.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1813E+02 EXCESS= .0000E+00 OUTFLOW= .1813E+02 BASIN STORAGE= .2014E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 1.96 220.79 221.72 1.88 5.00 218.67 220.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1752E+02 EXCESS= .0000E+00 OUTFLOW= .1752E+02 BASIN STORAGE= .2043E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 1.99 212.68 222.69 1.81 5.00 210.87 220.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1691E+02 EXCESS= .0000E+00 OUTFLOW= .1691E+02 BASIN STORAGE= .2054E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.00 210.94 221.90 1.79 5.00 208.68 220.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1667E+02 EXCESS= .0000E+00 OUTFLOW= .1667E+02 BASIN STORAGE= .1991E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.01 207.67 222.76 1.77 5.00 206.00 220.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1650E+02 EXCESS= .0000E+00 OUTFLOW= .1650E+02 BASIN STORAGE= .2038E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.01 206.06 221.36 1.75 5.00 205.07 220.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1637E+02 EXCESS= .0000E+00 OUTFLOW= .1638E+02 BASIN STORAGE= .2227E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.02 204.71 222.36 1.73 5.00 202.44 220.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1618E+02 EXCESS= .0000E+00 OUTFLOW= .1618E+02 BASIN STORAGE= .2236E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.03 201.31 221.59 1.71 5.00 200.04 220.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1594E+02 EXCESS= .0000E+00 OUTFLOW= .1594E+02 BASIN STORAGE= .2094E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.05 423.13 226.05 2.05 5.00 422.59 225.00 2.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3701E+02 EXCESS= .0000E+00 OUTFLOW= .3702E+02 BASIN STORAGE= .4081E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.08 413.92 224.72 2.01 5.00 413.55 225.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3629E+02 EXCESS= .0000E+00 OUTFLOW= .3630E+02 BASIN STORAGE= .3943E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.12 400.62 224.35 1.95 5.00 400.34 225.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3510E+02 EXCESS= .0000E+00 OUTFLOW= .3512E+02 BASIN STORAGE= .4093E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.16 387.68 224.15 1.88 5.00 387.62 225.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3391E+02 EXCESS= .0000E+00 OUTFLOW= .3393E+02 BASIN STORAGE= .4146E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.17 384.11 225.33 1.86 5.00 383.43 225.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3343E+02 EXCESS= .0000E+00 OUTFLOW= .3345E+02 BASIN STORAGE= .4352E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.19 380.77 226.16 1.84 5.00 380.02 225.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3311E+02 EXCESS= .0000E+00 OUTFLOW= .3313E+02 BASIN STORAGE= .3889E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.20 377.40 223.65 1.82 5.00 377.35 225.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3287E+02 EXCESS= .0000E+00 OUTFLOW= .3289E+02 BASIN STORAGE= .4377E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.21 372.62 224.48 1.80 5.00 372.46 225.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3249E+02 EXCESS= .0000E+00 OUTFLOW= .3251E+02 BASIN STORAGE= .3908E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.23 368.78 225.83 1.78 5.00 367.80 225.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3201E+02 EXCESS= .0000E+00 OUTFLOW= .3203E+02 BASIN STORAGE= .4023E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.43 832.80 226.95 1.96 5.00 825.50 225.00 1.96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7482E+02 EXCESS= .0000E+00 OUTFLOW= .7483E+02 BASIN STORAGE= .2694E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.44 817.43 225.95 1.92 5.00 807.27 225.00 1.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7332E+02 EXCESS= .0000E+00 OUTFLOW= .7333E+02 BASIN STORAGE= .2340E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.46 791.31 226.05 1.86 5.00 780.73 225.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7084E+02 EXCESS= .0000E+00 OUTFLOW= .7085E+02 BASIN STORAGE= .2691E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.48 765.65 226.15 1.79 5.00 754.49 225.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6837E+02 EXCESS= .0000E+00 OUTFLOW= .6837E+02 BASIN STORAGE= .2462E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.49 753.54 225.81 1.76 5.00 744.83 225.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6737E+02 EXCESS= .0000E+00 OUTFLOW= .6738E+02 BASIN STORAGE= .2566E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.49 749.49 226.67 1.75 5.00 738.70 225.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6669E+02 EXCESS= .0000E+00 OUTFLOW= .6670E+02 BASIN STORAGE= .2695E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.50 741.09 225.83 1.73 5.00 732.50 225.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6620E+02 EXCESS= .0000E+00 OUTFLOW= .6620E+02 BASIN STORAGE= .2521E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.50 733.62 226.95 1.71 5.00 723.91 225.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6541E+02 EXCESS= .0000E+00 OUTFLOW= .6542E+02 BASIN STORAGE= .2405E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.51 725.16 226.69 1.69 5.00 713.84 225.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6442E+02 EXCESS= .0000E+00 OUTFLOW= .6442E+02 BASIN STORAGE= .2495E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .73 1163.37 225.50 1.98 5.00 1162.26 225.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1049E+03 EXCESS= .0000E+00 OUTFLOW= .1049E+03 BASIN STORAGE= .1503E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .73 1138.94 225.21 1.94 5.00 1138.06 225.00 1.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1028E+03 EXCESS= .0000E+00 OUTFLOW= .1028E+03 BASIN STORAGE= .1419E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .74 1102.21 225.20 1.87 5.00 1101.36 225.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9935E+02 EXCESS= .0000E+00 OUTFLOW= .9935E+02 BASIN STORAGE= .1544E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .75 1065.72 225.23 1.81 5.00 1064.73 225.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9589E+02 EXCESS= .0000E+00 OUTFLOW= .9589E+02 BASIN STORAGE= .1420E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .76 1052.45 225.64 1.78 5.00 1051.08 225.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9451E+02 EXCESS= .0000E+00 OUTFLOW= .9451E+02 BASIN STORAGE= .1354E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .76 1043.39 225.66 1.76 5.00 1042.02 225.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9355E+02 EXCESS= .0000E+00 OUTFLOW= .9355E+02 BASIN STORAGE= .1399E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .76 1035.14 225.61 1.75 5.00 1033.74 225.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9286E+02 EXCESS= .0000E+00 OUTFLOW= .9286E+02 BASIN STORAGE= .1547E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .77 1022.53 225.12 1.73 5.00 1021.87 225.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9176E+02 EXCESS= .0000E+00 OUTFLOW= .9176E+02 BASIN STORAGE= .1484E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .77 1009.11 225.60 1.70 5.00 1007.51 225.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9038E+02 EXCESS= .0000E+00 OUTFLOW= .9038E+02 BASIN STORAGE= .1347E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .90 2696.00 230.63 1.33 5.00 2691.89 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3199E+03 EXCESS= .0000E+00 OUTFLOW= .3197E+03 BASIN STORAGE= .2812E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .91 2641.67 230.71 1.31 5.00 2637.41 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3140E+03 EXCESS= .0000E+00 OUTFLOW= .3139E+03 BASIN STORAGE= .2801E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .92 2549.81 230.23 1.27 5.00 2546.65 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3044E+03 EXCESS= .0000E+00 OUTFLOW= .3043E+03 BASIN STORAGE= .2777E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .93 2462.34 230.74 1.23 5.00 2456.73 230.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2948E+03 EXCESS= .0000E+00 OUTFLOW= .2947E+03 BASIN STORAGE= .2753E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .94 2427.19 231.08 1.21 5.00 2423.09 230.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2909E+03 EXCESS= .0000E+00 OUTFLOW= .2908E+03 BASIN STORAGE= .2743E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .94 2398.62 230.24 1.20 5.00 2395.27 230.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2883E+03 EXCESS= .0000E+00 OUTFLOW= .2881E+03 BASIN STORAGE= .2737E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .95 2385.25 230.89 1.19 5.00 2379.46 230.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2863E+03 EXCESS= .0000E+00 OUTFLOW= .2862E+03 BASIN STORAGE= .2732E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .95 2353.08 231.11 1.18 5.00 2348.66 230.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2832E+03 EXCESS= .0000E+00 OUTFLOW= .2831E+03 BASIN STORAGE= .2724E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE .96 2317.78 230.62 1.16 5.00 2311.50 230.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2794E+03 EXCESS= .0000E+00 OUTFLOW= .2793E+03 BASIN STORAGE= .2714E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.04 2903.97 230.74 1.35 5.00 2895.33 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3409E+03 EXCESS= .0000E+00 OUTFLOW= .3407E+03 BASIN STORAGE= .3358E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.05 2843.28 230.53 1.33 5.00 2835.40 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3346E+03 EXCESS= .0000E+00 OUTFLOW= .3345E+03 BASIN STORAGE= .3345E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.07 2745.48 230.57 1.29 5.00 2736.85 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3243E+03 EXCESS= .0000E+00 OUTFLOW= .3241E+03 BASIN STORAGE= .3317E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.08 2649.04 230.66 1.25 5.00 2639.43 230.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3139E+03 EXCESS= .0000E+00 OUTFLOW= .3138E+03 BASIN STORAGE= .3288E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.09 2614.19 230.85 1.23 5.00 2603.01 230.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3097E+03 EXCESS= .0000E+00 OUTFLOW= .3096E+03 BASIN STORAGE= .3277E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.09 2584.34 230.82 1.22 5.00 2573.46 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3069E+03 EXCESS= .0000E+00 OUTFLOW= .3067E+03 BASIN STORAGE= .3268E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.10 2565.14 231.43 1.21 5.00 2555.24 230.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3048E+03 EXCESS= .0000E+00 OUTFLOW= .3047E+03 BASIN STORAGE= .3262E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.10 2531.34 231.53 1.20 5.00 2522.07 230.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3015E+03 EXCESS= .0000E+00 OUTFLOW= .3013E+03 BASIN STORAGE= .3253E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.11 2493.68 230.79 1.18 5.00 2482.65 230.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2973E+03 EXCESS= .0000E+00 OUTFLOW= .2972E+03 BASIN STORAGE= .3241E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.11 2994.88 231.34 1.37 5.00 2975.60 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3514E+03 EXCESS= .0000E+00 OUTFLOW= .3512E+03 BASIN STORAGE= .3603E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.12 2934.65 231.04 1.34 5.00 2915.54 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3449E+03 EXCESS= .0000E+00 OUTFLOW= .3448E+03 BASIN STORAGE= .3589E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.13 2830.54 230.93 1.30 5.00 2812.44 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3342E+03 EXCESS= .0000E+00 OUTFLOW= .3341E+03 BASIN STORAGE= .3559E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.15 2727.98 230.85 1.26 5.00 2710.78 230.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3235E+03 EXCESS= .0000E+00 OUTFLOW= .3233E+03 BASIN STORAGE= .3528E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.15 2692.64 230.98 1.24 5.00 2672.85 230.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3192E+03 EXCESS= .0000E+00 OUTFLOW= .3191E+03 BASIN STORAGE= .3516E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.16 2660.06 230.87 1.23 5.00 2642.25 230.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3162E+03 EXCESS= .0000E+00 OUTFLOW= .3161E+03 BASIN STORAGE= .3507E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.16 2644.38 231.52 1.22 5.00 2622.00 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3141E+03 EXCESS= .0000E+00 OUTFLOW= .3139E+03 BASIN STORAGE= .3501E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.17 2610.43 231.56 1.21 5.00 2588.05 230.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3107E+03 EXCESS= .0000E+00 OUTFLOW= .3105E+03 BASIN STORAGE= .3490E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.18 2568.06 231.84 1.19 5.00 2547.09 230.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3064E+03 EXCESS= .0000E+00 OUTFLOW= .3062E+03 BASIN STORAGE= .3478E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 72.28 240.00 1.80 5.00 72.28 240.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8250E+01 EXCESS= .0000E+00 OUTFLOW= .8252E+01 BASIN STORAGE= .1554E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 70.82 240.00 1.76 5.00 70.82 240.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8075E+01 EXCESS= .0000E+00 OUTFLOW= .8078E+01 BASIN STORAGE= .1535E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 68.38 240.00 1.70 5.00 68.38 240.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7786E+01 EXCESS= .0000E+00 OUTFLOW= .7788E+01 BASIN STORAGE= .1503E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 65.95 240.00 1.64 5.00 65.95 240.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7497E+01 EXCESS= .0000E+00 OUTFLOW= .7500E+01 BASIN STORAGE= .1780E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 64.97 240.00 1.61 5.00 64.97 240.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7382E+01 EXCESS= .0000E+00 OUTFLOW= .7385E+01 BASIN STORAGE= .1764E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 64.29 240.00 1.59 5.00 64.29 240.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7302E+01 EXCESS= .0000E+00 OUTFLOW= .7304E+01 BASIN STORAGE= .1753E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 63.81 240.00 1.58 5.00 63.81 240.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7244E+01 EXCESS= .0000E+00 OUTFLOW= .7247E+01 BASIN STORAGE= .1745E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 63.03 240.00 1.56 5.00 63.03 240.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7153E+01 EXCESS= .0000E+00 OUTFLOW= .7155E+01 BASIN STORAGE= .1733E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 62.05 240.00 1.54 5.00 62.05 240.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7038E+01 EXCESS= .0000E+00 OUTFLOW= .7041E+01 BASIN STORAGE= .1717E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 151.23 214.80 1.33 5.00 151.11 215.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2877E+02 EXCESS= .0000E+00 OUTFLOW= .2877E+02 BASIN STORAGE= .4255E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 151.45 210.82 1.31 5.00 151.12 215.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2839E+02 EXCESS= .0000E+00 OUTFLOW= .2839E+02 BASIN STORAGE= .4200E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 151.85 210.82 1.28 5.00 151.13 215.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2776E+02 EXCESS= .0000E+00 OUTFLOW= .2776E+02 BASIN STORAGE= .4108E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 152.25 210.82 1.25 5.00 151.13 215.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2713E+02 EXCESS= .0000E+00 OUTFLOW= .2713E+02 BASIN STORAGE= .4729E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 152.41 210.82 1.24 5.00 151.14 215.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2689E+02 EXCESS= .0000E+00 OUTFLOW= .2689E+02 BASIN STORAGE= .4685E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 152.21 210.82 1.23 5.00 151.13 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2671E+02 EXCESS= .0000E+00 OUTFLOW= .2671E+02 BASIN STORAGE= .4655E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 151.43 210.82 1.23 5.00 151.11 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2658E+02 EXCESS= .0000E+00 OUTFLOW= .2658E+02 BASIN STORAGE= .4633E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 151.18 214.80 1.22 5.00 151.07 215.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2636E+02 EXCESS= .0000E+00 OUTFLOW= .2636E+02 BASIN STORAGE= .4597E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 151.12 214.80 1.21 5.00 151.03 215.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2610E+02 EXCESS= .0000E+00 OUTFLOW= .2610E+02 BASIN STORAGE= .4553E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE .99 297.78 221.02 1.44 5.00 296.37 220.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4051E+02 EXCESS= .0000E+00 OUTFLOW= .4050E+02 BASIN STORAGE= .1210E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE .99 294.41 221.47 1.41 5.00 293.18 220.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3988E+02 EXCESS= .0000E+00 OUTFLOW= .3987E+02 BASIN STORAGE= .1188E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.00 289.61 221.24 1.38 5.00 288.27 220.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3883E+02 EXCESS= .0000E+00 OUTFLOW= .3883E+02 BASIN STORAGE= .1232E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.00 284.78 221.01 1.34 5.00 283.45 220.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3780E+02 EXCESS= .0000E+00 OUTFLOW= .3780E+02 BASIN STORAGE= .1219E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.00 282.58 221.33 1.33 5.00 281.29 220.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3739E+02 EXCESS= .0000E+00 OUTFLOW= .3738E+02 BASIN STORAGE= .1224E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.00 281.06 221.54 1.31 5.00 279.90 220.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3709E+02 EXCESS= .0000E+00 OUTFLOW= .3709E+02 BASIN STORAGE= .1176E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.00 280.07 220.69 1.31 5.00 278.98 220.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3688E+02 EXCESS= .0000E+00 OUTFLOW= .3688E+02 BASIN STORAGE= .1217E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.00 278.88 220.92 1.30 5.00 277.59 220.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3654E+02 EXCESS= .0000E+00 OUTFLOW= .3654E+02 BASIN STORAGE= .1236E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.01 276.97 221.22 1.28 5.00 275.63 220.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3611E+02 EXCESS= .0000E+00 OUTFLOW= .3611E+02 BASIN STORAGE= .1172E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.27 185.58 226.89 1.77 5.00 183.16 225.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1693E+02 EXCESS= .0000E+00 OUTFLOW= .1693E+02 BASIN STORAGE= .1184E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.29 181.90 226.20 1.74 5.00 179.65 225.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1657E+02 EXCESS= .0000E+00 OUTFLOW= .1657E+02 BASIN STORAGE= .1180E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.30 175.55 226.81 1.67 5.00 173.10 225.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1597E+02 EXCESS= .0000E+00 OUTFLOW= .1597E+02 BASIN STORAGE= .1166E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.32 169.20 226.18 1.61 5.00 167.00 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1537E+02 EXCESS= .0000E+00 OUTFLOW= .1537E+02 BASIN STORAGE= .1140E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.33 166.73 226.21 1.59 5.00 164.52 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1514E+02 EXCESS= .0000E+00 OUTFLOW= .1514E+02 BASIN STORAGE= .1260E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.34 164.89 227.18 1.57 5.00 162.82 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1497E+02 EXCESS= .0000E+00 OUTFLOW= .1497E+02 BASIN STORAGE= .1181E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.34 163.84 226.53 1.56 5.00 161.46 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1485E+02 EXCESS= .0000E+00 OUTFLOW= .1485E+02 BASIN STORAGE= .1172E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.35 161.83 226.31 1.54 5.00 159.57 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1466E+02 EXCESS= .0000E+00 OUTFLOW= .1466E+02 BASIN STORAGE= .1227E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.36 159.37 226.38 1.51 5.00 157.10 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1442E+02 EXCESS= .0000E+00 OUTFLOW= .1442E+02 BASIN STORAGE= .1181E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.57 504.10 226.57 1.53 5.00 503.89 225.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6032E+02 EXCESS= .0000E+00 OUTFLOW= .6031E+02 BASIN STORAGE= .2206E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.58 496.94 225.63 1.51 5.00 496.59 225.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5927E+02 EXCESS= .0000E+00 OUTFLOW= .5927E+02 BASIN STORAGE= .2189E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.59 484.66 225.16 1.46 5.00 484.56 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5752E+02 EXCESS= .0000E+00 OUTFLOW= .5752E+02 BASIN STORAGE= .2179E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.59 473.34 226.26 1.42 5.00 472.60 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5580E+02 EXCESS= .0000E+00 OUTFLOW= .5579E+02 BASIN STORAGE= .2090E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.60 468.10 226.72 1.40 5.00 467.88 225.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5510E+02 EXCESS= .0000E+00 OUTFLOW= .5509E+02 BASIN STORAGE= .2152E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.60 464.60 225.47 1.39 5.00 464.31 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5461E+02 EXCESS= .0000E+00 OUTFLOW= .5460E+02 BASIN STORAGE= .2227E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.60 462.50 225.68 1.38 5.00 462.08 225.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5426E+02 EXCESS= .0000E+00 OUTFLOW= .5425E+02 BASIN STORAGE= .2159E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.60 459.01 226.04 1.36 5.00 458.36 225.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5370E+02 EXCESS= .0000E+00 OUTFLOW= .5370E+02 BASIN STORAGE= .2229E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.61 454.41 226.51 1.35 5.00 453.58 225.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5300E+02 EXCESS= .0000E+00 OUTFLOW= .5299E+02 BASIN STORAGE= .2262E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.52 762.60 227.13 1.59 5.00 754.18 225.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8578E+02 EXCESS= .0000E+00 OUTFLOW= .8577E+02 BASIN STORAGE= .2291E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.53 750.28 226.34 1.56 5.00 742.27 225.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8421E+02 EXCESS= .0000E+00 OUTFLOW= .8420E+02 BASIN STORAGE= .2212E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.54 730.08 227.57 1.52 5.00 722.18 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8160E+02 EXCESS= .0000E+00 OUTFLOW= .8159E+02 BASIN STORAGE= .2382E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.55 710.53 227.29 1.47 5.00 703.06 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7900E+02 EXCESS= .0000E+00 OUTFLOW= .7899E+02 BASIN STORAGE= .2263E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.55 702.14 227.80 1.45 5.00 695.07 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7796E+02 EXCESS= .0000E+00 OUTFLOW= .7795E+02 BASIN STORAGE= .2288E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.55 697.42 226.63 1.43 5.00 689.66 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7723E+02 EXCESS= .0000E+00 OUTFLOW= .7722E+02 BASIN STORAGE= .2353E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.55 693.35 226.88 1.43 5.00 686.20 230.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7671E+02 EXCESS= .0000E+00 OUTFLOW= .7670E+02 BASIN STORAGE= .2267E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.56 686.73 227.30 1.41 5.00 679.79 230.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7587E+02 EXCESS= .0000E+00 OUTFLOW= .7586E+02 BASIN STORAGE= .2321E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.56 678.27 227.83 1.39 5.00 671.60 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7481E+02 EXCESS= .0000E+00 OUTFLOW= .7481E+02 BASIN STORAGE= .2321E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.05 825.05 225.88 1.61 5.00 821.09 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9316E+02 EXCESS= .0000E+00 OUTFLOW= .9315E+02 BASIN STORAGE= .1608E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.05 811.60 226.61 1.58 5.00 807.54 225.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9144E+02 EXCESS= .0000E+00 OUTFLOW= .9143E+02 BASIN STORAGE= .1622E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.06 788.96 226.82 1.53 5.00 785.32 225.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8857E+02 EXCESS= .0000E+00 OUTFLOW= .8857E+02 BASIN STORAGE= .1588E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.07 767.71 225.98 1.48 5.00 763.55 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8572E+02 EXCESS= .0000E+00 OUTFLOW= .8571E+02 BASIN STORAGE= .1619E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.07 758.72 226.50 1.46 5.00 754.37 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8458E+02 EXCESS= .0000E+00 OUTFLOW= .8457E+02 BASIN STORAGE= .1588E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.07 752.34 226.86 1.45 5.00 748.42 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8378E+02 EXCESS= .0000E+00 OUTFLOW= .8377E+02 BASIN STORAGE= .1580E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.07 748.76 226.06 1.44 5.00 744.36 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8321E+02 EXCESS= .0000E+00 OUTFLOW= .8320E+02 BASIN STORAGE= .1630E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.07 741.09 226.50 1.42 5.00 736.49 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8229E+02 EXCESS= .0000E+00 OUTFLOW= .8228E+02 BASIN STORAGE= .1602E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.08 732.33 225.97 1.40 5.00 728.20 225.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8114E+02 EXCESS= .0000E+00 OUTFLOW= .8113E+02 BASIN STORAGE= .1536E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 4.75 193.89 228.00 1.80 5.00 190.19 225.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1552E+02 EXCESS= .0000E+00 OUTFLOW= .1553E+02 BASIN STORAGE= .2011E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 4.75 190.07 228.00 1.76 5.00 186.28 225.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1520E+02 EXCESS= .0000E+00 OUTFLOW= .1520E+02 BASIN STORAGE= .1988E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 185.90 225.00 1.70 5.00 185.90 225.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1467E+02 EXCESS= .0000E+00 OUTFLOW= .1467E+02 BASIN STORAGE= .1528E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 179.17 225.00 1.64 5.00 179.17 225.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1412E+02 EXCESS= .0000E+00 OUTFLOW= .1413E+02 BASIN STORAGE= .1498E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 176.48 225.00 1.61 5.00 176.48 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1391E+02 EXCESS= .0000E+00 OUTFLOW= .1391E+02 BASIN STORAGE= .1486E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 174.59 225.00 1.59 5.00 174.59 225.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1375E+02 EXCESS= .0000E+00 OUTFLOW= .1376E+02 BASIN STORAGE= .1478E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 173.25 225.00 1.58 5.00 173.25 225.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1365E+02 EXCESS= .0000E+00 OUTFLOW= .1365E+02 BASIN STORAGE= .1472E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 171.09 225.00 1.56 5.00 171.09 225.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1347E+02 EXCESS= .0000E+00 OUTFLOW= .1348E+02 BASIN STORAGE= .1462E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 168.40 225.00 1.54 5.00 168.40 225.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1326E+02 EXCESS= .0000E+00 OUTFLOW= .1326E+02 BASIN STORAGE= .1450E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDGSR MANE .75 24.33 231.75 -1.00 5.00 15.82 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .75 23.36 231.75 -1.00 5.00 17.84 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .75 22.03 232.50 -1.00 5.00 17.15 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 20.79 233.00 -1.00 5.00 16.19 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 19.28 233.50 -1.00 5.00 16.63 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 19.89 233.50 -1.00 5.00 15.08 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 18.20 233.50 -1.00 5.00 13.20 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 18.81 234.00 -1.00 5.00 10.48 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 16.02 234.00 -1.00 5.00 10.16 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.31 1171.49 226.60 1.69 5.00 1157.16 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1239E+03 EXCESS= .0000E+00 OUTFLOW= .1239E+03 BASIN STORAGE= .2192E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.31 1150.61 227.39 1.66 5.00 1137.54 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1216E+03 EXCESS= .0000E+00 OUTFLOW= .1216E+03 BASIN STORAGE= .2051E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.32 1123.51 227.17 1.61 5.00 1109.89 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1177E+03 EXCESS= .0000E+00 OUTFLOW= .1177E+03 BASIN STORAGE= .2180E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.33 1090.45 227.20 1.55 5.00 1077.73 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1138E+03 EXCESS= .0000E+00 OUTFLOW= .1138E+03 BASIN STORAGE= .2136E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.33 1077.23 226.45 1.53 5.00 1064.30 230.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1123E+03 EXCESS= .0000E+00 OUTFLOW= .1123E+03 BASIN STORAGE= .2115E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.33 1067.81 226.84 1.52 5.00 1055.26 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1112E+03 EXCESS= .0000E+00 OUTFLOW= .1112E+03 BASIN STORAGE= .2135E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.34 1061.41 227.11 1.51 5.00 1049.23 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1104E+03 EXCESS= .0000E+00 OUTFLOW= .1104E+03 BASIN STORAGE= .2225E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.34 1050.09 227.60 1.49 5.00 1038.97 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E+03 EXCESS= .0000E+00 OUTFLOW= .1091E+03 BASIN STORAGE= .2215E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.34 1037.13 226.82 1.47 5.00 1025.17 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1076E+03 EXCESS= .0000E+00 OUTFLOW= .1076E+03 BASIN STORAGE= .2179E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .72 1213.12 226.47 1.70 5.00 1205.87 230.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1287E+03 EXCESS= .0000E+00 OUTFLOW= .1287E+03 BASIN STORAGE= .4752E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .73 1191.76 226.28 1.66 5.00 1185.29 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1263E+03 EXCESS= .0000E+00 OUTFLOW= .1263E+03 BASIN STORAGE= .4826E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .73 1161.22 225.92 1.61 5.00 1155.71 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1223E+03 EXCESS= .0000E+00 OUTFLOW= .1223E+03 BASIN STORAGE= .4624E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .74 1126.54 226.62 1.56 5.00 1121.91 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1182E+03 EXCESS= .0000E+00 OUTFLOW= .1182E+03 BASIN STORAGE= .4828E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .74 1113.39 225.95 1.54 5.00 1108.04 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1166E+03 EXCESS= .0000E+00 OUTFLOW= .1166E+03 BASIN STORAGE= .4863E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .75 1102.58 226.66 1.52 5.00 1098.38 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1155E+03 EXCESS= .0000E+00 OUTFLOW= .1155E+03 BASIN STORAGE= .4741E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .75 1096.11 226.37 1.51 5.00 1092.18 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1147E+03 EXCESS= .0000E+00 OUTFLOW= .1147E+03 BASIN STORAGE= .4837E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .75 1085.42 226.31 1.49 5.00 1081.57 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1133E+03 EXCESS= .0000E+00 OUTFLOW= .1133E+03 BASIN STORAGE= .4684E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .75 1071.04 226.52 1.47 5.00 1066.80 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1117E+03 EXCESS= .0000E+00 OUTFLOW= .1117E+03 BASIN STORAGE= .4854E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.85 421.64 239.44 2.04 5.00 421.28 240.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4963E+02 EXCESS= .0000E+00 OUTFLOW= .4963E+02 BASIN STORAGE= .6622E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.86 414.92 240.55 2.00 5.00 414.67 240.00 2.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4866E+02 EXCESS= .0000E+00 OUTFLOW= .4866E+02 BASIN STORAGE= .6813E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.89 401.03 239.59 1.93 5.00 400.75 240.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4705E+02 EXCESS= .0000E+00 OUTFLOW= .4706E+02 BASIN STORAGE= .7870E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.91 388.31 241.57 1.86 5.00 387.83 240.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4545E+02 EXCESS= .0000E+00 OUTFLOW= .4546E+02 BASIN STORAGE= .6782E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.92 382.73 239.46 1.84 5.00 382.51 240.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4481E+02 EXCESS= .0000E+00 OUTFLOW= .4482E+02 BASIN STORAGE= .7607E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.93 379.72 240.03 1.82 5.00 379.70 240.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4437E+02 EXCESS= .0000E+00 OUTFLOW= .4437E+02 BASIN STORAGE= .6684E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.93 377.38 240.44 1.81 5.00 377.19 240.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4405E+02 EXCESS= .0000E+00 OUTFLOW= .4405E+02 BASIN STORAGE= .8031E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.94 373.28 241.11 1.79 5.00 372.99 240.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4354E+02 EXCESS= .0000E+00 OUTFLOW= .4354E+02 BASIN STORAGE= .6953E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 2.95 367.16 241.96 1.76 5.00 366.94 240.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4290E+02 EXCESS= .0000E+00 OUTFLOW= .4290E+02 BASIN STORAGE= .7768E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.35 110.30 226.44 1.78 5.00 108.64 225.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9209E+01 EXCESS= .0000E+00 OUTFLOW= .9211E+01 BASIN STORAGE= .7147E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.38 107.51 227.61 1.74 5.00 106.66 225.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9023E+01 EXCESS= .0000E+00 OUTFLOW= .9025E+01 BASIN STORAGE= .8508E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.42 104.87 225.22 1.68 5.00 104.44 225.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8702E+01 EXCESS= .0000E+00 OUTFLOW= .8704E+01 BASIN STORAGE= .8718E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.46 100.40 227.29 1.62 5.00 98.88 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8364E+01 EXCESS= .0000E+00 OUTFLOW= .8366E+01 BASIN STORAGE= .8857E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.47 98.54 228.14 1.59 5.00 98.21 225.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8247E+01 EXCESS= .0000E+00 OUTFLOW= .8249E+01 BASIN STORAGE= .7564E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.49 98.31 224.26 1.58 5.00 98.16 225.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8163E+01 EXCESS= .0000E+00 OUTFLOW= .8165E+01 BASIN STORAGE= .6896E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.49 97.96 224.69 1.57 5.00 97.87 225.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8099E+01 EXCESS= .0000E+00 OUTFLOW= .8101E+01 BASIN STORAGE= .9249E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.51 96.62 225.39 1.54 5.00 95.92 225.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7990E+01 EXCESS= .0000E+00 OUTFLOW= .7991E+01 BASIN STORAGE= .8358E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.53 94.85 226.28 1.52 5.00 93.21 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7850E+01 EXCESS= .0000E+00 OUTFLOW= .7852E+01 BASIN STORAGE= .7079E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.53 257.29 227.61 1.73 5.00 253.38 230.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2262E+02 EXCESS= .0000E+00 OUTFLOW= .2262E+02 BASIN STORAGE= .1750E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.54 252.72 226.37 1.69 5.00 248.27 225.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2214E+02 EXCESS= .0000E+00 OUTFLOW= .2214E+02 BASIN STORAGE= .1612E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.56 244.85 227.53 1.63 5.00 240.94 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2136E+02 EXCESS= .0000E+00 OUTFLOW= .2136E+02 BASIN STORAGE= .1729E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.59 234.76 226.90 1.57 5.00 230.76 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2051E+02 EXCESS= .0000E+00 OUTFLOW= .2051E+02 BASIN STORAGE= .1620E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.59 231.68 226.38 1.55 5.00 227.53 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2021E+02 EXCESS= .0000E+00 OUTFLOW= .2021E+02 BASIN STORAGE= .1554E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.60 230.32 226.97 1.53 5.00 225.88 230.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2000E+02 EXCESS= .0000E+00 OUTFLOW= .2000E+02 BASIN STORAGE= .1601E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.60 228.53 227.50 1.52 5.00 224.68 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1984E+02 EXCESS= .0000E+00 OUTFLOW= .1984E+02 BASIN STORAGE= .1641E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.61 225.34 227.34 1.50 5.00 222.03 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1957E+02 EXCESS= .0000E+00 OUTFLOW= .1958E+02 BASIN STORAGE= .1744E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.63 220.42 227.67 1.47 5.00 217.51 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1923E+02 EXCESS= .0000E+00 OUTFLOW= .1923E+02 BASIN STORAGE= .1607E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .52 2043.88 230.33 1.78 5.00 2042.56 230.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2220E+03 EXCESS= .0000E+00 OUTFLOW= .2220E+03 BASIN STORAGE= .6097E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .52 2006.02 230.27 1.75 5.00 2004.71 230.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2177E+03 EXCESS= .0000E+00 OUTFLOW= .2177E+03 BASIN STORAGE= .6254E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .52 1951.71 230.38 1.69 5.00 1950.21 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2105E+03 EXCESS= .0000E+00 OUTFLOW= .2105E+03 BASIN STORAGE= .6223E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .53 1889.57 230.33 1.63 5.00 1887.97 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2033E+03 EXCESS= .0000E+00 OUTFLOW= .2033E+03 BASIN STORAGE= .6119E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .53 1864.76 230.33 1.61 5.00 1863.27 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2005E+03 EXCESS= .0000E+00 OUTFLOW= .2005E+03 BASIN STORAGE= .6093E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .53 1848.29 230.52 1.60 5.00 1846.82 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1985E+03 EXCESS= .0000E+00 OUTFLOW= .1985E+03 BASIN STORAGE= .6238E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .54 1836.82 230.48 1.58 5.00 1835.19 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1971E+03 EXCESS= .0000E+00 OUTFLOW= .1971E+03 BASIN STORAGE= .6094E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .54 1817.08 230.24 1.57 5.00 1815.66 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1947E+03 EXCESS= .0000E+00 OUTFLOW= .1947E+03 BASIN STORAGE= .6081E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .54 1791.35 230.31 1.54 5.00 1789.73 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1918E+03 EXCESS= .0000E+00 OUTFLOW= .1918E+03 BASIN STORAGE= .6210E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .33 5009.23 230.36 1.50 5.00 5004.92 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5734E+03 EXCESS= .0000E+00 OUTFLOW= .5734E+03 BASIN STORAGE= .1331E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .34 4909.89 230.51 1.48 5.00 4904.75 230.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5627E+03 EXCESS= .0000E+00 OUTFLOW= .5627E+03 BASIN STORAGE= .1326E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .34 4753.25 230.47 1.43 5.00 4747.27 230.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5448E+03 EXCESS= .0000E+00 OUTFLOW= .5448E+03 BASIN STORAGE= .1314E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .34 4590.11 230.27 1.38 5.00 4584.24 230.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5269E+03 EXCESS= .0000E+00 OUTFLOW= .5268E+03 BASIN STORAGE= .1303E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .35 4527.29 230.50 1.36 5.00 4520.41 230.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5198E+03 EXCESS= .0000E+00 OUTFLOW= .5198E+03 BASIN STORAGE= .1299E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .35 4481.12 230.42 1.35 5.00 4474.50 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5148E+03 EXCESS= .0000E+00 OUTFLOW= .5148E+03 BASIN STORAGE= .1295E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .35 4449.67 230.38 1.34 5.00 4443.42 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5112E+03 EXCESS= .0000E+00 OUTFLOW= .5112E+03 BASIN STORAGE= .1293E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .35 4395.94 230.44 1.33 5.00 4388.71 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5055E+03 EXCESS= .0000E+00 OUTFLOW= .5054E+03 BASIN STORAGE= .1289E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .35 4329.17 230.44 1.31 5.00 4321.85 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4983E+03 EXCESS= .0000E+00 OUTFLOW= .4983E+03 BASIN STORAGE= .1285E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .66 5178.49 230.63 1.51 5.00 5163.65 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5910E+03 EXCESS= .0000E+00 OUTFLOW= .5909E+03 BASIN STORAGE= .2663E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .66 5072.35 230.51 1.48 5.00 5057.23 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5798E+03 EXCESS= .0000E+00 OUTFLOW= .5797E+03 BASIN STORAGE= .2652E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .67 4910.18 230.86 1.44 5.00 4893.39 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5614E+03 EXCESS= .0000E+00 OUTFLOW= .5613E+03 BASIN STORAGE= .2630E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .68 4744.50 230.70 1.39 5.00 4727.24 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5428E+03 EXCESS= .0000E+00 OUTFLOW= .5428E+03 BASIN STORAGE= .2607E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .68 4677.43 230.63 1.37 5.00 4660.13 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5355E+03 EXCESS= .0000E+00 OUTFLOW= .5355E+03 BASIN STORAGE= .2598E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .69 4629.02 230.88 1.36 5.00 4610.29 230.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5304E+03 EXCESS= .0000E+00 OUTFLOW= .5303E+03 BASIN STORAGE= .2592E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .69 4597.49 230.84 1.35 5.00 4578.20 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5267E+03 EXCESS= .0000E+00 OUTFLOW= .5266E+03 BASIN STORAGE= .2587E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .69 4540.58 230.60 1.33 5.00 4522.81 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5207E+03 EXCESS= .0000E+00 OUTFLOW= .5207E+03 BASIN STORAGE= .2579E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .70 4472.01 230.62 1.31 5.00 4454.06 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5133E+03 EXCESS= .0000E+00 OUTFLOW= .5133E+03 BASIN STORAGE= .2570E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .55 2292.21 265.18 1.51 5.00 2290.54 265.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6071E+03 EXCESS= .0000E+00 OUTFLOW= .6071E+03 BASIN STORAGE= .1604E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .56 2152.10 265.85 1.48 5.00 2144.77 265.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5955E+03 EXCESS= .0000E+00 OUTFLOW= .5954E+03 BASIN STORAGE= .1598E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .59 1927.41 270.21 1.43 5.00 1926.51 270.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5764E+03 EXCESS= .0000E+00 OUTFLOW= .5763E+03 BASIN STORAGE= .1585E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .62 1679.97 275.01 1.38 5.00 1679.94 275.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5572E+03 EXCESS= .0000E+00 OUTFLOW= .5571E+03 BASIN STORAGE= .1572E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .64 1577.71 275.69 1.36 5.00 1573.54 275.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5496E+03 EXCESS= .0000E+00 OUTFLOW= .5495E+03 BASIN STORAGE= .1566E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .65 1496.63 280.23 1.35 5.00 1496.09 280.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5442E+03 EXCESS= .0000E+00 OUTFLOW= .5442E+03 BASIN STORAGE= .1563E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .66 1427.94 285.64 1.34 5.00 1427.93 285.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5404E+03 EXCESS= .0000E+00 OUTFLOW= .5404E+03 BASIN STORAGE= .1560E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .66 1420.63 284.90 1.33 5.00 1420.62 285.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5342E+03 EXCESS= .0000E+00 OUTFLOW= .5342E+03 BASIN STORAGE= .1555E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .66 1411.60 280.97 1.31 5.00 1411.56 285.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5266E+03 EXCESS= .0000E+00 OUTFLOW= .5265E+03 BASIN STORAGE= .1550E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.25 262.52 227.50 -1.00 5.00 258.79 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.25 254.24 227.50 -1.00 5.00 250.42 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.25 240.44 227.50 -1.00 5.00 236.47 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.25 226.65 227.50 -1.00 5.00 222.53 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.25 221.13 227.50 -1.00 5.00 216.96 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 217.15 227.00 -1.00 5.00 212.92 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 214.37 227.00 -1.00 5.00 210.13 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 209.92 227.00 -1.00 5.00 205.68 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 204.37 227.00 -1.00 5.00 200.10 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 86.80 325.52 2.17 5.00 86.80 325.00 2.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8147E+02 EXCESS= .0000E+00 OUTFLOW= .8147E+02 BASIN STORAGE= .3290E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 86.13 325.38 2.12 5.00 86.13 325.00 2.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7960E+02 EXCESS= .0000E+00 OUTFLOW= .7960E+02 BASIN STORAGE= .2869E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 85.02 325.59 2.04 5.00 85.02 325.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7647E+02 EXCESS= .0000E+00 OUTFLOW= .7647E+02 BASIN STORAGE= .2271E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 83.92 325.15 1.95 5.00 83.92 325.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7335E+02 EXCESS= .0000E+00 OUTFLOW= .7335E+02 BASIN STORAGE= .1794E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 83.45 325.52 1.92 5.00 83.45 325.00 1.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7210E+02 EXCESS= .0000E+00 OUTFLOW= .7210E+02 BASIN STORAGE= .1636E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 83.11 325.14 1.90 5.00 83.11 325.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7124E+02 EXCESS= .0000E+00 OUTFLOW= .7124E+02 BASIN STORAGE= .1524E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 82.87 325.33 1.88 5.00 82.87 325.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7062E+02 EXCESS= .0000E+00 OUTFLOW= .7062E+02 BASIN STORAGE= .1459E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .64 82.49 325.63 1.85 5.00 82.49 325.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6964E+02 EXCESS= .0000E+00 OUTFLOW= .6964E+02 BASIN STORAGE= .1352E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 82.01 325.36 1.82 5.00 82.01 325.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6841E+02 EXCESS= .0000E+00 OUTFLOW= .6841E+02 BASIN STORAGE= .1232E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 170.25 230.00 2.14 5.00 170.25 230.00 2.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9050E+02 EXCESS= .0000E+00 OUTFLOW= .9050E+02 BASIN STORAGE= .3325E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 167.61 230.00 2.09 5.00 167.61 230.00 2.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8844E+02 EXCESS= .0000E+00 OUTFLOW= .8844E+02 BASIN STORAGE= .2895E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 163.06 230.00 2.01 5.00 163.06 230.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8500E+02 EXCESS= .0000E+00 OUTFLOW= .8500E+02 BASIN STORAGE= .2295E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 158.41 230.00 1.93 5.00 158.41 230.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8158E+02 EXCESS= .0000E+00 OUTFLOW= .8158E+02 BASIN STORAGE= .1816E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 156.54 230.00 1.90 5.00 156.54 230.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8021E+02 EXCESS= .0000E+00 OUTFLOW= .8021E+02 BASIN STORAGE= .1653E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 155.23 230.00 1.87 5.00 155.23 230.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7926E+02 EXCESS= .0000E+00 OUTFLOW= .7926E+02 BASIN STORAGE= .1547E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 154.30 230.00 1.86 5.00 154.30 230.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7859E+02 EXCESS= .0000E+00 OUTFLOW= .7859E+02 BASIN STORAGE= .1477E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 152.82 230.00 1.83 5.00 152.82 230.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7751E+02 EXCESS= .0000E+00 OUTFLOW= .7751E+02 BASIN STORAGE= .1370E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 150.94 230.00 1.80 5.00 150.94 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7615E+02 EXCESS= .0000E+00 OUTFLOW= .7615E+02 BASIN STORAGE= .1247E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.74 814.42 229.78 2.00 5.00 813.88 230.00 2.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1524E+03 EXCESS= .0000E+00 OUTFLOW= .1524E+03 BASIN STORAGE= .1851E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.76 798.02 231.54 1.96 5.00 795.14 230.00 1.96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1491E+03 EXCESS= .0000E+00 OUTFLOW= .1491E+03 BASIN STORAGE= .1666E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.79 771.42 231.80 1.88 5.00 769.01 230.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1435E+03 EXCESS= .0000E+00 OUTFLOW= .1435E+03 BASIN STORAGE= .1400E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.83 744.53 232.14 1.81 5.00 743.27 230.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1379E+03 EXCESS= .0000E+00 OUTFLOW= .1379E+03 BASIN STORAGE= .1173E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.85 738.09 230.59 1.78 5.00 735.73 230.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1357E+03 EXCESS= .0000E+00 OUTFLOW= .1357E+03 BASIN STORAGE= .1095E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.86 730.13 231.50 1.76 5.00 725.49 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1342E+03 EXCESS= .0000E+00 OUTFLOW= .1342E+03 BASIN STORAGE= .1041E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.87 722.25 232.16 1.75 5.00 720.15 230.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1331E+03 EXCESS= .0000E+00 OUTFLOW= .1331E+03 BASIN STORAGE= .1015E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.88 716.13 230.34 1.72 5.00 714.57 230.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1313E+03 EXCESS= .0000E+00 OUTFLOW= .1313E+03 BASIN STORAGE= .9536E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 2.90 705.97 231.68 1.69 5.00 701.24 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1291E+03 EXCESS= .0000E+00 OUTFLOW= .1291E+03 BASIN STORAGE= .8889E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE .95 1210.93 231.14 1.97 5.00 1208.29 230.00 1.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1905E+03 EXCESS= .0000E+00 OUTFLOW= .1905E+03 BASIN STORAGE= .7892E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE .96 1183.80 230.31 1.93 5.00 1181.97 230.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1863E+03 EXCESS= .0000E+00 OUTFLOW= .1863E+03 BASIN STORAGE= .7120E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE .97 1145.42 230.50 1.86 5.00 1142.64 230.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1794E+03 EXCESS= .0000E+00 OUTFLOW= .1794E+03 BASIN STORAGE= .5974E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE .99 1107.68 230.72 1.78 5.00 1103.79 230.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1726E+03 EXCESS= .0000E+00 OUTFLOW= .1726E+03 BASIN STORAGE= .5015E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE .99 1095.20 230.80 1.76 5.00 1091.13 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1698E+03 EXCESS= .0000E+00 OUTFLOW= .1698E+03 BASIN STORAGE= .4682E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.00 1082.19 230.98 1.74 5.00 1077.66 230.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1679E+03 EXCESS= .0000E+00 OUTFLOW= .1679E+03 BASIN STORAGE= .4468E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.00 1072.79 230.67 1.72 5.00 1069.28 230.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1666E+03 EXCESS= .0000E+00 OUTFLOW= .1666E+03 BASIN STORAGE= .4330E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.00 1062.09 230.50 1.70 5.00 1059.30 230.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1644E+03 EXCESS= .0000E+00 OUTFLOW= .1644E+03 BASIN STORAGE= .4093E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.01 1045.32 231.11 1.67 5.00 1041.30 230.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1617E+03 EXCESS= .0000E+00 OUTFLOW= .1617E+03 BASIN STORAGE= .3808E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.14 218.10 1.38 5.00 250.34 220.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3282E+02 EXCESS= .0000E+00 OUTFLOW= .3283E+02 BASIN STORAGE= .2167E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.19 218.10 1.36 5.00 250.39 220.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3233E+02 EXCESS= .0000E+00 OUTFLOW= .3234E+02 BASIN STORAGE= .2144E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.27 218.10 1.32 5.00 250.48 220.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3152E+02 EXCESS= .0000E+00 OUTFLOW= .3152E+02 BASIN STORAGE= .2104E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.35 218.10 1.29 5.00 250.57 220.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3072E+02 EXCESS= .0000E+00 OUTFLOW= .3072E+02 BASIN STORAGE= .2494E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.38 218.10 1.27 5.00 250.60 220.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3039E+02 EXCESS= .0000E+00 OUTFLOW= .3039E+02 BASIN STORAGE= .2474E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 250.39 224.40 1.26 5.00 250.21 225.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3013E+02 EXCESS= .0000E+00 OUTFLOW= .3013E+02 BASIN STORAGE= .2460E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 250.45 224.40 1.26 5.00 250.24 225.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2994E+02 EXCESS= .0000E+00 OUTFLOW= .2994E+02 BASIN STORAGE= .2451E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 250.54 224.40 1.24 5.00 250.29 225.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2964E+02 EXCESS= .0000E+00 OUTFLOW= .2964E+02 BASIN STORAGE= .2435E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 250.66 224.40 1.23 5.00 250.35 225.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2927E+02 EXCESS= .0000E+00 OUTFLOW= .2927E+02 BASIN STORAGE= .2415E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.27 1748.76 234.06 1.85 5.00 1740.38 230.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2541E+03 EXCESS= .0000E+00 OUTFLOW= .2541E+03 BASIN STORAGE= .2305E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.29 1718.36 233.52 1.81 5.00 1704.90 230.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2488E+03 EXCESS= .0000E+00 OUTFLOW= .2488E+03 BASIN STORAGE= .2058E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.32 1668.71 233.93 1.74 5.00 1657.86 230.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2400E+03 EXCESS= .0000E+00 OUTFLOW= .2400E+03 BASIN STORAGE= .1744E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.34 1619.70 234.38 1.68 5.00 1612.03 230.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2313E+03 EXCESS= .0000E+00 OUTFLOW= .2313E+03 BASIN STORAGE= .1477E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.35 1604.57 233.00 1.66 5.00 1590.32 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2277E+03 EXCESS= .0000E+00 OUTFLOW= .2277E+03 BASIN STORAGE= .1366E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.36 1587.14 233.95 1.64 5.00 1575.48 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2253E+03 EXCESS= .0000E+00 OUTFLOW= .2253E+03 BASIN STORAGE= .1311E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.37 1576.55 232.19 1.62 5.00 1569.54 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2235E+03 EXCESS= .0000E+00 OUTFLOW= .2235E+03 BASIN STORAGE= .1273E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.38 1565.07 232.97 1.60 5.00 1553.12 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2207E+03 EXCESS= .0000E+00 OUTFLOW= .2207E+03 BASIN STORAGE= .1203E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.39 1541.93 234.29 1.58 5.00 1532.45 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2172E+03 EXCESS= .0000E+00 OUTFLOW= .2172E+03 BASIN STORAGE= .1114E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.43 3147.60 260.92 1.59 5.00 3128.71 260.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8611E+03 EXCESS= .0000E+00 OUTFLOW= .8610E+03 BASIN STORAGE= .4767E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.47 2950.20 262.27 1.56 5.00 2937.74 265.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8442E+03 EXCESS= .0000E+00 OUTFLOW= .8440E+03 BASIN STORAGE= .4746E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.50 2777.55 240.09 1.51 5.00 2777.34 240.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8164E+03 EXCESS= .0000E+00 OUTFLOW= .8162E+03 BASIN STORAGE= .4708E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.52 2704.98 241.16 1.46 5.00 2702.97 240.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7884E+03 EXCESS= .0000E+00 OUTFLOW= .7883E+03 BASIN STORAGE= .4665E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.52 2675.77 240.65 1.44 5.00 2674.18 240.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7772E+03 EXCESS= .0000E+00 OUTFLOW= .7770E+03 BASIN STORAGE= .4649E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.53 2650.31 241.59 1.42 5.00 2648.99 240.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7694E+03 EXCESS= .0000E+00 OUTFLOW= .7693E+03 BASIN STORAGE= .4637E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.53 2639.09 240.44 1.41 5.00 2638.05 240.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7640E+03 EXCESS= .0000E+00 OUTFLOW= .7638E+03 BASIN STORAGE= .4628E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.54 2616.56 241.29 1.40 5.00 2613.87 240.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7548E+03 EXCESS= .0000E+00 OUTFLOW= .7547E+03 BASIN STORAGE= .4615E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.55 2582.05 241.03 1.38 5.00 2579.49 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7437E+03 EXCESS= .0000E+00 OUTFLOW= .7435E+03 BASIN STORAGE= .4598E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 46.31 213.50 1.27 5.00 45.68 215.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8141E+01 EXCESS= .0000E+00 OUTFLOW= .8143E+01 BASIN STORAGE= .1354E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 46.48 213.50 1.26 5.00 45.77 215.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8031E+01 EXCESS= .0000E+00 OUTFLOW= .8034E+01 BASIN STORAGE= .1341E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 46.76 213.50 1.23 5.00 45.93 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7849E+01 EXCESS= .0000E+00 OUTFLOW= .7852E+01 BASIN STORAGE= .1855E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.06 213.50 1.20 5.00 46.09 215.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7669E+01 EXCESS= .0000E+00 OUTFLOW= .7672E+01 BASIN STORAGE= .1822E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.18 213.50 1.19 5.00 46.16 215.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7597E+01 EXCESS= .0000E+00 OUTFLOW= .7600E+01 BASIN STORAGE= .1809E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.26 213.50 1.18 5.00 46.21 215.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7547E+01 EXCESS= .0000E+00 OUTFLOW= .7550E+01 BASIN STORAGE= .1800E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.32 213.50 1.17 5.00 46.24 215.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7511E+01 EXCESS= .0000E+00 OUTFLOW= .7514E+01 BASIN STORAGE= .1793E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.42 213.50 1.17 5.00 46.29 215.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7454E+01 EXCESS= .0000E+00 OUTFLOW= .7457E+01 BASIN STORAGE= .1782E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.54 213.50 1.15 5.00 46.36 215.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7382E+01 EXCESS= .0000E+00 OUTFLOW= .7385E+01 BASIN STORAGE= .1769E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 267.03 230.00 1.50 5.00 267.03 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2525E+02 EXCESS= .0000E+00 OUTFLOW= .2527E+02 BASIN STORAGE= .3114E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 262.42 230.00 1.47 5.00 262.42 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2476E+02 EXCESS= .0000E+00 OUTFLOW= .2478E+02 BASIN STORAGE= .2996E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 254.77 230.00 1.43 5.00 254.77 230.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2395E+02 EXCESS= .0000E+00 OUTFLOW= .2396E+02 BASIN STORAGE= .2937E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 247.17 230.00 1.38 5.00 247.17 230.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2314E+02 EXCESS= .0000E+00 OUTFLOW= .2315E+02 BASIN STORAGE= .2896E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 244.15 230.00 1.36 5.00 244.15 230.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2281E+02 EXCESS= .0000E+00 OUTFLOW= .2283E+02 BASIN STORAGE= .2879E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 242.03 230.00 1.35 5.00 242.03 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2259E+02 EXCESS= .0000E+00 OUTFLOW= .2261E+02 BASIN STORAGE= .2867E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 240.53 230.00 1.34 5.00 240.53 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2243E+02 EXCESS= .0000E+00 OUTFLOW= .2244E+02 BASIN STORAGE= .2859E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 238.12 230.00 1.32 5.00 238.12 230.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2217E+02 EXCESS= .0000E+00 OUTFLOW= .2219E+02 BASIN STORAGE= .2845E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 235.12 230.00 1.30 5.00 235.12 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2185E+02 EXCESS= .0000E+00 OUTFLOW= .2187E+02 BASIN STORAGE= .2828E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.01 414.02 232.77 1.53 5.00 413.59 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4176E+02 EXCESS= .0000E+00 OUTFLOW= .4176E+02 BASIN STORAGE= .6737E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.03 410.89 233.67 1.50 5.00 408.91 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4088E+02 EXCESS= .0000E+00 OUTFLOW= .4088E+02 BASIN STORAGE= .5401E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.06 397.37 235.22 1.44 5.00 396.41 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3942E+02 EXCESS= .0000E+00 OUTFLOW= .3942E+02 BASIN STORAGE= .5661E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.08 379.36 236.82 1.39 5.00 379.13 235.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3801E+02 EXCESS= .0000E+00 OUTFLOW= .3801E+02 BASIN STORAGE= .5915E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.09 378.09 233.39 1.37 5.00 376.02 235.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3745E+02 EXCESS= .0000E+00 OUTFLOW= .3745E+02 BASIN STORAGE= .5206E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.10 376.09 233.85 1.36 5.00 374.30 235.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3704E+02 EXCESS= .0000E+00 OUTFLOW= .3704E+02 BASIN STORAGE= .7024E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.11 374.30 234.18 1.35 5.00 372.89 235.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3675E+02 EXCESS= .0000E+00 OUTFLOW= .3675E+02 BASIN STORAGE= .6568E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.12 369.22 234.71 1.33 5.00 368.71 235.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3628E+02 EXCESS= .0000E+00 OUTFLOW= .3628E+02 BASIN STORAGE= .5752E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.13 362.84 235.39 1.31 5.00 361.27 235.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3570E+02 EXCESS= .0000E+00 OUTFLOW= .3570E+02 BASIN STORAGE= .7447E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .42 509.92 235.27 1.58 5.00 509.54 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5178E+02 EXCESS= .0000E+00 OUTFLOW= .5178E+02 BASIN STORAGE= .5597E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .42 503.23 235.22 1.55 5.00 502.82 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5070E+02 EXCESS= .0000E+00 OUTFLOW= .5070E+02 BASIN STORAGE= .5755E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .43 487.42 235.21 1.49 5.00 486.73 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4886E+02 EXCESS= .0000E+00 OUTFLOW= .4886E+02 BASIN STORAGE= .5596E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .43 467.45 235.35 1.44 5.00 466.91 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4712E+02 EXCESS= .0000E+00 OUTFLOW= .4712E+02 BASIN STORAGE= .5751E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .44 463.06 235.36 1.42 5.00 462.56 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4644E+02 EXCESS= .0000E+00 OUTFLOW= .4644E+02 BASIN STORAGE= .5764E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .44 460.46 235.45 1.41 5.00 459.93 235.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4595E+02 EXCESS= .0000E+00 OUTFLOW= .4595E+02 BASIN STORAGE= .5642E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .44 458.46 235.43 1.39 5.00 457.80 235.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4560E+02 EXCESS= .0000E+00 OUTFLOW= .4560E+02 BASIN STORAGE= .5663E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .44 452.78 235.18 1.38 5.00 452.15 235.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4499E+02 EXCESS= .0000E+00 OUTFLOW= .4499E+02 BASIN STORAGE= .5606E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .44 444.23 235.23 1.35 5.00 443.45 235.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4426E+02 EXCESS= .0000E+00 OUTFLOW= .4426E+02 BASIN STORAGE= .5850E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.41 646.93 233.59 1.73 5.00 641.41 235.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5652E+02 EXCESS= .0000E+00 OUTFLOW= .5652E+02 BASIN STORAGE= .3958E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.43 630.50 233.73 1.68 5.00 625.46 235.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5507E+02 EXCESS= .0000E+00 OUTFLOW= .5508E+02 BASIN STORAGE= .3728E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.49 597.97 234.41 1.61 5.00 595.01 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5263E+02 EXCESS= .0000E+00 OUTFLOW= .5264E+02 BASIN STORAGE= .3727E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.54 565.91 234.04 1.54 5.00 562.23 235.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5028E+02 EXCESS= .0000E+00 OUTFLOW= .5028E+02 BASIN STORAGE= .3688E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.56 553.40 233.22 1.51 5.00 553.24 235.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4935E+02 EXCESS= .0000E+00 OUTFLOW= .4936E+02 BASIN STORAGE= .4247E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.58 549.83 234.70 1.49 5.00 548.06 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4875E+02 EXCESS= .0000E+00 OUTFLOW= .4876E+02 BASIN STORAGE= .3862E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.59 540.79 235.82 1.48 5.00 540.24 235.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4827E+02 EXCESS= .0000E+00 OUTFLOW= .4828E+02 BASIN STORAGE= .3912E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.61 533.23 234.97 1.45 5.00 533.06 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4756E+02 EXCESS= .0000E+00 OUTFLOW= .4757E+02 BASIN STORAGE= .3596E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.64 518.21 234.88 1.43 5.00 517.64 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4663E+02 EXCESS= .0000E+00 OUTFLOW= .4663E+02 BASIN STORAGE= .3532E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.38 564.97 233.34 1.05 5.00 556.79 235.00 1.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5284E+02 EXCESS= .0000E+00 OUTFLOW= .5284E+02 BASIN STORAGE= .3314E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.41 549.47 233.58 1.02 5.00 542.21 235.00 1.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5154E+02 EXCESS= .0000E+00 OUTFLOW= .5154E+02 BASIN STORAGE= .3838E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.46 522.03 233.63 .98 5.00 516.26 235.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4941E+02 EXCESS= .0000E+00 OUTFLOW= .4942E+02 BASIN STORAGE= .3448E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.51 495.51 233.52 .94 5.00 490.38 235.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4731E+02 EXCESS= .0000E+00 OUTFLOW= .4732E+02 BASIN STORAGE= .4038E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.53 486.93 232.75 .92 5.00 484.99 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4647E+02 EXCESS= .0000E+00 OUTFLOW= .4647E+02 BASIN STORAGE= .3540E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.54 480.70 234.04 .91 5.00 476.82 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4598E+02 EXCESS= .0000E+00 OUTFLOW= .4598E+02 BASIN STORAGE= .3480E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.56 474.79 232.63 .90 5.00 474.46 235.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4550E+02 EXCESS= .0000E+00 OUTFLOW= .4550E+02 BASIN STORAGE= .3489E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.57 467.55 234.26 .89 5.00 464.60 235.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4491E+02 EXCESS= .0000E+00 OUTFLOW= .4491E+02 BASIN STORAGE= .3315E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.60 455.90 234.02 .87 5.00 452.79 235.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4408E+02 EXCESS= .0000E+00 OUTFLOW= .4408E+02 BASIN STORAGE= .3345E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.04 3670.66 238.52 1.55 5.00 3648.07 240.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9404E+03 EXCESS= .0000E+00 OUTFLOW= .9402E+03 BASIN STORAGE= .7248E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.06 3601.78 238.38 1.52 5.00 3580.68 240.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9215E+03 EXCESS= .0000E+00 OUTFLOW= .9213E+03 BASIN STORAGE= .7217E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.08 3494.29 237.18 1.47 5.00 3477.09 240.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8906E+03 EXCESS= .0000E+00 OUTFLOW= .8903E+03 BASIN STORAGE= .7158E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.11 3387.34 238.06 1.41 5.00 3370.77 240.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8596E+03 EXCESS= .0000E+00 OUTFLOW= .8593E+03 BASIN STORAGE= .7093E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.12 3344.45 237.14 1.39 5.00 3332.50 240.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8471E+03 EXCESS= .0000E+00 OUTFLOW= .8469E+03 BASIN STORAGE= .7068E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.13 3311.77 238.15 1.38 5.00 3297.75 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8386E+03 EXCESS= .0000E+00 OUTFLOW= .8383E+03 BASIN STORAGE= .7050E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.13 3296.92 238.58 1.37 5.00 3281.06 240.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8324E+03 EXCESS= .0000E+00 OUTFLOW= .8322E+03 BASIN STORAGE= .7037E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.14 3257.88 237.56 1.35 5.00 3250.09 240.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8224E+03 EXCESS= .0000E+00 OUTFLOW= .8221E+03 BASIN STORAGE= .7016E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.15 3211.02 239.00 1.33 5.00 3199.34 240.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8100E+03 EXCESS= .0000E+00 OUTFLOW= .8097E+03 BASIN STORAGE= .6990E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.29 3801.08 236.92 1.55 5.00 3799.00 240.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9574E+03 EXCESS= .0000E+00 OUTFLOW= .9573E+03 BASIN STORAGE= .4639E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.30 3730.65 240.00 1.52 5.00 3730.63 240.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9382E+03 EXCESS= .0000E+00 OUTFLOW= .9381E+03 BASIN STORAGE= .4618E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.31 3620.64 240.22 1.47 5.00 3619.35 240.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9066E+03 EXCESS= .0000E+00 OUTFLOW= .9065E+03 BASIN STORAGE= .4581E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.33 3507.37 240.58 1.42 5.00 3504.74 240.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8751E+03 EXCESS= .0000E+00 OUTFLOW= .8749E+03 BASIN STORAGE= .4540E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.34 3468.07 240.36 1.40 5.00 3465.70 240.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8623E+03 EXCESS= .0000E+00 OUTFLOW= .8622E+03 BASIN STORAGE= .4523E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.34 3430.00 240.02 1.38 5.00 3429.84 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8536E+03 EXCESS= .0000E+00 OUTFLOW= .8535E+03 BASIN STORAGE= .4512E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.34 3413.53 240.52 1.37 5.00 3410.52 240.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8474E+03 EXCESS= .0000E+00 OUTFLOW= .8472E+03 BASIN STORAGE= .4503E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.35 3378.39 240.09 1.36 5.00 3377.63 240.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8372E+03 EXCESS= .0000E+00 OUTFLOW= .8370E+03 BASIN STORAGE= .4490E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.36 3327.52 240.25 1.34 5.00 3325.79 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8245E+03 EXCESS= .0000E+00 OUTFLOW= .8244E+03 BASIN STORAGE= .4473E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.73 8253.86 240.26 1.31 5.00 8252.15 240.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1534E+04 EXCESS= .0000E+00 OUTFLOW= .1534E+04 BASIN STORAGE= .8501E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.74 8121.63 240.09 1.29 5.00 8120.54 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1504E+04 EXCESS= .0000E+00 OUTFLOW= .1504E+04 BASIN STORAGE= .8463E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.76 7890.70 239.16 1.24 5.00 7889.31 240.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1455E+04 EXCESS= .0000E+00 OUTFLOW= .1455E+04 BASIN STORAGE= .8395E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.78 7678.10 240.13 1.20 5.00 7676.11 240.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1406E+04 EXCESS= .0000E+00 OUTFLOW= .1406E+04 BASIN STORAGE= .8319E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.79 7587.82 239.32 1.19 5.00 7586.69 240.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1386E+04 EXCESS= .0000E+00 OUTFLOW= .1386E+04 BASIN STORAGE= .8289E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.79 7531.20 240.12 1.17 5.00 7528.78 240.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1373E+04 EXCESS= .0000E+00 OUTFLOW= .1372E+04 BASIN STORAGE= .8269E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.80 7483.47 240.69 1.16 5.00 7478.46 240.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1363E+04 EXCESS= .0000E+00 OUTFLOW= .1363E+04 BASIN STORAGE= .8253E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.80 7413.90 239.73 1.15 5.00 7412.57 240.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1347E+04 EXCESS= .0000E+00 OUTFLOW= .1347E+04 BASIN STORAGE= .8228E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.81 7325.94 240.86 1.13 5.00 7319.96 240.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1327E+04 EXCESS= .0000E+00 OUTFLOW= .1327E+04 BASIN STORAGE= .8198E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2890.79 218.69 .91 5.00 2870.34 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1093E+04 EXCESS= .0000E+00 OUTFLOW= .1093E+04 BASIN STORAGE= .5921E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2893.21 218.69 .90 5.00 2870.38 230.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1084E+04 EXCESS= .0000E+00 OUTFLOW= .1083E+04 BASIN STORAGE= .5894E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2897.28 218.69 .89 5.00 2870.45 230.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1068E+04 EXCESS= .0000E+00 OUTFLOW= .1068E+04 BASIN STORAGE= .5847E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2901.75 218.69 .88 5.00 2870.52 230.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1053E+04 EXCESS= .0000E+00 OUTFLOW= .1053E+04 BASIN STORAGE= .5793E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2903.40 218.69 .87 5.00 2870.54 230.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1047E+04 EXCESS= .0000E+00 OUTFLOW= .1046E+04 BASIN STORAGE= .5773E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2904.47 218.69 .87 5.00 2870.56 230.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1042E+04 EXCESS= .0000E+00 OUTFLOW= .1042E+04 BASIN STORAGE= .5758E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2895.21 218.69 .86 5.00 2870.50 230.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1038E+04 EXCESS= .0000E+00 OUTFLOW= .1038E+04 BASIN STORAGE= .5747E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2884.91 222.37 .86 5.00 2870.28 230.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1030E+04 EXCESS= .0000E+00 OUTFLOW= .1030E+04 BASIN STORAGE= .5730E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2884.59 222.37 .85 5.00 2870.01 235.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1019E+04 EXCESS= .0000E+00 OUTFLOW= .1019E+04 BASIN STORAGE= .5709E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.32 220.26 1.70 5.00 168.17 220.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3087E+02 EXCESS= .0000E+00 OUTFLOW= .3087E+02 BASIN STORAGE= .2704E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.38 220.26 1.68 5.00 168.23 220.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3048E+02 EXCESS= .0000E+00 OUTFLOW= .3048E+02 BASIN STORAGE= .2670E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.49 220.26 1.65 5.00 168.34 220.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2984E+02 EXCESS= .0000E+00 OUTFLOW= .2984E+02 BASIN STORAGE= .2564E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.59 220.26 1.61 5.00 168.45 220.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2920E+02 EXCESS= .0000E+00 OUTFLOW= .2920E+02 BASIN STORAGE= .2507E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.63 220.26 1.60 5.00 168.50 220.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2894E+02 EXCESS= .0000E+00 OUTFLOW= .2894E+02 BASIN STORAGE= .2484E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.66 220.26 1.59 5.00 168.53 220.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2876E+02 EXCESS= .0000E+00 OUTFLOW= .2876E+02 BASIN STORAGE= .2468E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.68 220.26 1.58 5.00 168.55 220.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2863E+02 EXCESS= .0000E+00 OUTFLOW= .2863E+02 BASIN STORAGE= .2456E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.72 220.26 1.57 5.00 168.58 220.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2843E+02 EXCESS= .0000E+00 OUTFLOW= .2843E+02 BASIN STORAGE= .3024E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.05 220.26 1.55 5.00 167.84 220.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2816E+02 EXCESS= .0000E+00 OUTFLOW= .2816E+02 BASIN STORAGE= .2995E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.12 3351.77 226.95 .93 5.00 3349.50 225.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1152E+04 EXCESS= .0000E+00 OUTFLOW= .1152E+04 BASIN STORAGE= .3853E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.12 3345.29 227.12 .92 5.00 3343.36 225.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1142E+04 EXCESS= .0000E+00 OUTFLOW= .1142E+04 BASIN STORAGE= .3836E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.13 3335.53 226.28 .91 5.00 3332.01 225.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1125E+04 EXCESS= .0000E+00 OUTFLOW= .1125E+04 BASIN STORAGE= .3805E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.13 3325.54 226.56 .90 5.00 3321.38 225.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1108E+04 EXCESS= .0000E+00 OUTFLOW= .1108E+04 BASIN STORAGE= .3770E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.13 3321.62 226.68 .89 5.00 3317.68 225.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1101E+04 EXCESS= .0000E+00 OUTFLOW= .1101E+04 BASIN STORAGE= .3757E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.13 3318.90 226.76 .89 5.00 3315.31 225.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1096E+04 EXCESS= .0000E+00 OUTFLOW= .1096E+04 BASIN STORAGE= .3747E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.13 3317.00 226.81 .88 5.00 3312.74 225.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1092E+04 EXCESS= .0000E+00 OUTFLOW= .1092E+04 BASIN STORAGE= .3740E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.13 3314.18 226.89 .88 5.00 3307.64 230.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1083E+04 EXCESS= .0000E+00 OUTFLOW= .1083E+04 BASIN STORAGE= .3729E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.13 3310.76 226.98 .87 5.00 3303.63 230.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1072E+04 EXCESS= .0000E+00 OUTFLOW= .1072E+04 BASIN STORAGE= .3715E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.00 3664.32 226.26 .94 5.00 3658.41 225.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+04 EXCESS= .0000E+00 OUTFLOW= .1179E+04 BASIN STORAGE= .3560E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.00 3649.97 225.57 .93 5.00 3645.39 225.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1168E+04 EXCESS= .0000E+00 OUTFLOW= .1168E+04 BASIN STORAGE= .3544E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.00 3631.80 226.11 .92 5.00 3622.36 225.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1150E+04 EXCESS= .0000E+00 OUTFLOW= .1150E+04 BASIN STORAGE= .3515E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.01 3607.36 226.64 .91 5.00 3601.19 225.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1132E+04 EXCESS= .0000E+00 OUTFLOW= .1132E+04 BASIN STORAGE= .3483E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.01 3601.54 225.83 .90 5.00 3592.57 225.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1125E+04 EXCESS= .0000E+00 OUTFLOW= .1125E+04 BASIN STORAGE= .3471E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.01 3597.85 225.96 .90 5.00 3586.55 225.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1120E+04 EXCESS= .0000E+00 OUTFLOW= .1120E+04 BASIN STORAGE= .3462E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.01 3593.63 226.08 .89 5.00 3580.27 225.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1116E+04 EXCESS= .0000E+00 OUTFLOW= .1116E+04 BASIN STORAGE= .3455E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.01 3584.12 226.29 .89 5.00 3569.37 225.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+04 EXCESS= .0000E+00 OUTFLOW= .1106E+04 BASIN STORAGE= .3445E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.01 3572.38 226.57 .88 5.00 3554.34 225.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1095E+04 EXCESS= .0000E+00 OUTFLOW= .1095E+04 BASIN STORAGE= .3432E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 248.54 240.00 1.77 5.00 248.54 240.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2514E+02 EXCESS= .0000E+00 OUTFLOW= .2515E+02 BASIN STORAGE= .3248E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 243.37 240.00 1.73 5.00 243.37 240.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2460E+02 EXCESS= .0000E+00 OUTFLOW= .2461E+02 BASIN STORAGE= .3212E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 234.74 240.00 1.67 5.00 234.74 240.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2371E+02 EXCESS= .0000E+00 OUTFLOW= .2372E+02 BASIN STORAGE= .3151E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 226.12 240.00 1.60 5.00 226.12 240.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2282E+02 EXCESS= .0000E+00 OUTFLOW= .2283E+02 BASIN STORAGE= .3090E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 222.68 240.00 1.58 5.00 222.68 240.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2246E+02 EXCESS= .0000E+00 OUTFLOW= .2247E+02 BASIN STORAGE= .3065E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 220.26 240.00 1.56 5.00 220.26 240.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2222E+02 EXCESS= .0000E+00 OUTFLOW= .2223E+02 BASIN STORAGE= .3048E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 218.54 240.00 1.55 5.00 218.54 240.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2204E+02 EXCESS= .0000E+00 OUTFLOW= .2205E+02 BASIN STORAGE= .3035E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 215.78 240.00 1.53 5.00 215.78 240.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2176E+02 EXCESS= .0000E+00 OUTFLOW= .2177E+02 BASIN STORAGE= .3015E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 212.34 240.00 1.50 5.00 212.34 240.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2141E+02 EXCESS= .0000E+00 OUTFLOW= .2141E+02 BASIN STORAGE= .2990E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.36 4052.06 230.58 .96 5.00 4047.27 230.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1227E+04 EXCESS= .0000E+00 OUTFLOW= .1227E+04 BASIN STORAGE= .5053E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.37 4032.43 231.06 .95 5.00 4026.01 230.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1215E+04 EXCESS= .0000E+00 OUTFLOW= .1215E+04 BASIN STORAGE= .5030E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.37 3994.95 230.51 .94 5.00 3990.19 230.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1196E+04 EXCESS= .0000E+00 OUTFLOW= .1196E+04 BASIN STORAGE= .4990E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.38 3962.84 231.33 .92 5.00 3955.68 230.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E+04 EXCESS= .0000E+00 OUTFLOW= .1176E+04 BASIN STORAGE= .4944E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.38 3947.16 231.66 .91 5.00 3941.35 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1168E+04 EXCESS= .0000E+00 OUTFLOW= .1168E+04 BASIN STORAGE= .4926E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.38 3935.81 231.89 .91 5.00 3930.70 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1162E+04 EXCESS= .0000E+00 OUTFLOW= .1162E+04 BASIN STORAGE= .4913E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.38 3929.00 230.68 .91 5.00 3922.58 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1158E+04 EXCESS= .0000E+00 OUTFLOW= .1158E+04 BASIN STORAGE= .4904E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.38 3918.41 230.95 .90 5.00 3909.92 230.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1148E+04 EXCESS= .0000E+00 OUTFLOW= .1148E+04 BASIN STORAGE= .4889E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.39 3905.44 231.30 .89 5.00 3895.11 230.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1136E+04 EXCESS= .0000E+00 OUTFLOW= .1136E+04 BASIN STORAGE= .4871E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.33 4309.32 231.65 .97 5.00 4296.32 230.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1252E+04 EXCESS= .0000E+00 OUTFLOW= .1252E+04 BASIN STORAGE= .5055E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.33 4280.45 232.24 .96 5.00 4266.92 230.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1240E+04 EXCESS= .0000E+00 OUTFLOW= .1240E+04 BASIN STORAGE= .5031E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.34 4236.10 231.90 .94 5.00 4221.24 230.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1220E+04 EXCESS= .0000E+00 OUTFLOW= .1219E+04 BASIN STORAGE= .4991E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.35 4193.41 231.53 .93 5.00 4176.96 230.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1199E+04 EXCESS= .0000E+00 OUTFLOW= .1199E+04 BASIN STORAGE= .4946E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.35 4173.80 231.93 .92 5.00 4156.85 230.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1190E+04 EXCESS= .0000E+00 OUTFLOW= .1190E+04 BASIN STORAGE= .4928E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.35 4160.01 232.23 .92 5.00 4145.55 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1185E+04 EXCESS= .0000E+00 OUTFLOW= .1184E+04 BASIN STORAGE= .4915E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.35 4150.19 231.11 .91 5.00 4136.90 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1180E+04 EXCESS= .0000E+00 OUTFLOW= .1180E+04 BASIN STORAGE= .4905E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.35 4136.79 231.46 .90 5.00 4122.14 235.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1170E+04 EXCESS= .0000E+00 OUTFLOW= .1169E+04 BASIN STORAGE= .4891E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.36 4117.08 231.88 .89 5.00 4104.02 235.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1157E+04 EXCESS= .0000E+00 OUTFLOW= .1157E+04 BASIN STORAGE= .4873E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.56 4494.46 235.22 .97 5.00 4494.03 235.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1272E+04 EXCESS= .0000E+00 OUTFLOW= .1272E+04 BASIN STORAGE= .9878E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.56 4458.40 233.37 .96 5.00 4457.07 235.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1259E+04 EXCESS= .0000E+00 OUTFLOW= .1259E+04 BASIN STORAGE= .9833E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.58 4409.25 234.51 .95 5.00 4406.01 235.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1238E+04 EXCESS= .0000E+00 OUTFLOW= .1238E+04 BASIN STORAGE= .9752E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.59 4356.62 235.63 .93 5.00 4355.22 235.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1216E+04 EXCESS= .0000E+00 OUTFLOW= .1216E+04 BASIN STORAGE= .9663E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.59 4330.62 236.13 .92 5.00 4330.61 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+04 EXCESS= .0000E+00 OUTFLOW= .1207E+04 BASIN STORAGE= .9628E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.60 4317.75 233.87 .92 5.00 4316.04 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1201E+04 EXCESS= .0000E+00 OUTFLOW= .1201E+04 BASIN STORAGE= .9604E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.60 4308.24 234.11 .91 5.00 4305.89 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1196E+04 EXCESS= .0000E+00 OUTFLOW= .1196E+04 BASIN STORAGE= .9586E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.61 4292.71 234.49 .91 5.00 4290.40 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1186E+04 EXCESS= .0000E+00 OUTFLOW= .1186E+04 BASIN STORAGE= .9557E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.61 4272.37 234.95 .90 5.00 4272.06 235.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+04 EXCESS= .0000E+00 OUTFLOW= .1173E+04 BASIN STORAGE= .9521E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 5937.50 241.50 -1.00 5.00 5896.76 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 5790.99 241.50 -1.00 5.00 5751.72 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 5543.17 241.50 -1.00 5.00 5498.64 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 5312.85 241.50 -1.00 5.00 5265.84 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 5216.65 241.50 -1.00 5.00 5166.95 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 5153.27 241.50 -1.00 5.00 5100.68 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.25 5105.12 241.25 -1.00 5.00 5045.79 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.25 5031.38 241.25 -1.00 5.00 4966.81 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.25 4932.82 241.25 -1.00 5.00 4870.02 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.48 6083.48 241.51 35.29 5.00 6026.62 240.00 35.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5401E+03 EXCESS= .0000E+00 OUTFLOW= .5402E+03 BASIN STORAGE= .5998E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.50 5917.28 240.91 33.81 5.00 5867.85 240.00 33.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5175E+03 EXCESS= .0000E+00 OUTFLOW= .5175E+03 BASIN STORAGE= .6014E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.52 5665.90 242.20 31.38 5.00 5607.33 240.00 31.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4802E+03 EXCESS= .0000E+00 OUTFLOW= .4802E+03 BASIN STORAGE= .5632E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.55 5439.16 241.74 28.94 5.00 5363.89 245.00 28.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4429E+03 EXCESS= .0000E+00 OUTFLOW= .4430E+03 BASIN STORAGE= .5621E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.56 5335.69 242.01 27.98 5.00 5274.94 245.00 28.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4282E+03 EXCESS= .0000E+00 OUTFLOW= .4283E+03 BASIN STORAGE= .5508E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.57 5273.58 241.68 27.29 5.00 5207.04 245.00 27.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4177E+03 EXCESS= .0000E+00 OUTFLOW= .4178E+03 BASIN STORAGE= .6069E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.58 5204.41 242.71 26.89 5.00 5159.94 245.00 26.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4116E+03 EXCESS= .0000E+00 OUTFLOW= .4116E+03 BASIN STORAGE= .5729E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.59 5128.69 242.65 26.35 5.00 5088.68 245.00 26.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4033E+03 EXCESS= .0000E+00 OUTFLOW= .4034E+03 BASIN STORAGE= .6089E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.60 5029.97 241.35 25.68 5.00 4990.15 245.00 25.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3930E+03 EXCESS= .0000E+00 OUTFLOW= .3931E+03 BASIN STORAGE= .5764E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .81 6467.51 240.66 12.29 5.00 6436.83 240.00 12.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5907E+03 EXCESS= .0000E+00 OUTFLOW= .5906E+03 BASIN STORAGE= .3174E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .82 6302.82 240.75 11.80 5.00 6268.15 240.00 11.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5669E+03 EXCESS= .0000E+00 OUTFLOW= .5669E+03 BASIN STORAGE= .3059E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .84 6029.74 240.92 10.98 5.00 5986.94 240.00 10.99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5275E+03 EXCESS= .0000E+00 OUTFLOW= .5275E+03 BASIN STORAGE= .3203E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .85 5770.56 240.94 10.17 5.00 5726.29 245.00 10.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4886E+03 EXCESS= .0000E+00 OUTFLOW= .4886E+03 BASIN STORAGE= .3107E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .86 5661.76 241.09 9.85 5.00 5628.69 245.00 9.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4732E+03 EXCESS= .0000E+00 OUTFLOW= .4732E+03 BASIN STORAGE= .3028E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .86 5587.00 241.54 9.61 5.00 5559.81 245.00 9.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4620E+03 EXCESS= .0000E+00 OUTFLOW= .4620E+03 BASIN STORAGE= .3010E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .87 5529.44 241.72 9.47 5.00 5506.16 245.00 9.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4553E+03 EXCESS= .0000E+00 OUTFLOW= .4553E+03 BASIN STORAGE= .3185E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .87 5441.17 241.57 9.29 5.00 5430.07 245.00 9.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4466E+03 EXCESS= .0000E+00 OUTFLOW= .4466E+03 BASIN STORAGE= .3252E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .88 5335.83 241.74 9.06 5.00 5323.41 245.00 9.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4354E+03 EXCESS= .0000E+00 OUTFLOW= .4353E+03 BASIN STORAGE= .3103E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.72 6575.19 242.48 10.04 5.00 6529.41 245.00 10.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6075E+03 EXCESS= .0000E+00 OUTFLOW= .6075E+03 BASIN STORAGE= .7758E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.74 6405.85 243.33 9.65 5.00 6375.06 245.00 9.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5835E+03 EXCESS= .0000E+00 OUTFLOW= .5835E+03 BASIN STORAGE= .7760E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.77 6127.14 242.52 8.98 5.00 6105.30 245.00 8.99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5434E+03 EXCESS= .0000E+00 OUTFLOW= .5433E+03 BASIN STORAGE= .7635E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.80 5866.04 243.32 8.33 5.00 5849.56 245.00 8.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5037E+03 EXCESS= .0000E+00 OUTFLOW= .5037E+03 BASIN STORAGE= .7723E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.82 5756.66 243.39 8.07 5.00 5744.26 245.00 8.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4880E+03 EXCESS= .0000E+00 OUTFLOW= .4880E+03 BASIN STORAGE= .7624E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.83 5677.25 244.59 7.88 5.00 5672.03 245.00 7.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4767E+03 EXCESS= .0000E+00 OUTFLOW= .4767E+03 BASIN STORAGE= .6943E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.83 5627.53 243.70 7.77 5.00 5613.85 245.00 7.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4698E+03 EXCESS= .0000E+00 OUTFLOW= .4697E+03 BASIN STORAGE= .6902E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.84 5534.97 245.07 7.62 5.00 5534.86 245.00 7.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4608E+03 EXCESS= .0000E+00 OUTFLOW= .4608E+03 BASIN STORAGE= .7822E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.86 5426.21 243.30 7.43 5.00 5425.55 245.00 7.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4494E+03 EXCESS= .0000E+00 OUTFLOW= .4494E+03 BASIN STORAGE= .7704E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.63 6717.17 244.63 8.14 5.00 6715.39 245.00 8.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6312E+03 EXCESS= .0000E+00 OUTFLOW= .6312E+03 BASIN STORAGE= .4737E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.65 6553.85 245.20 7.82 5.00 6553.19 245.00 7.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6066E+03 EXCESS= .0000E+00 OUTFLOW= .6065E+03 BASIN STORAGE= .4982E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.67 6270.12 245.88 7.29 5.00 6264.82 245.00 7.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5654E+03 EXCESS= .0000E+00 OUTFLOW= .5654E+03 BASIN STORAGE= .4970E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.70 6008.16 246.48 6.77 5.00 5997.91 245.00 6.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5249E+03 EXCESS= .0000E+00 OUTFLOW= .5249E+03 BASIN STORAGE= .5035E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.71 5899.74 246.46 6.56 5.00 5885.58 245.00 6.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5089E+03 EXCESS= .0000E+00 OUTFLOW= .5089E+03 BASIN STORAGE= .5008E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.72 5817.83 245.92 6.41 5.00 5804.11 245.00 6.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4971E+03 EXCESS= .0000E+00 OUTFLOW= .4970E+03 BASIN STORAGE= .4594E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.73 5764.49 246.88 6.32 5.00 5747.54 245.00 6.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4902E+03 EXCESS= .0000E+00 OUTFLOW= .4902E+03 BASIN STORAGE= .4513E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.74 5683.05 246.47 6.20 5.00 5659.13 245.00 6.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4808E+03 EXCESS= .0000E+00 OUTFLOW= .4808E+03 BASIN STORAGE= .4749E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.75 5573.05 246.57 6.05 5.00 5548.06 245.00 6.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4689E+03 EXCESS= .0000E+00 OUTFLOW= .4689E+03 BASIN STORAGE= .4633E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 4.79 11117.52 244.50 1.37 5.00 11115.95 245.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1921E+04 EXCESS= .0000E+00 OUTFLOW= .1921E+04 BASIN STORAGE= .2188E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 4.83 10936.74 246.09 1.35 5.00 10843.85 245.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1882E+04 EXCESS= .0000E+00 OUTFLOW= .1882E+04 BASIN STORAGE= .2177E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 4.88 10581.46 248.94 1.30 5.00 10513.00 250.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1819E+04 EXCESS= .0000E+00 OUTFLOW= .1818E+04 BASIN STORAGE= .2158E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 4.94 10253.34 246.81 1.26 5.00 10177.65 250.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1756E+04 EXCESS= .0000E+00 OUTFLOW= .1756E+04 BASIN STORAGE= .2138E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 4.96 10124.44 247.99 1.24 5.00 10046.30 250.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1731E+04 EXCESS= .0000E+00 OUTFLOW= .1731E+04 BASIN STORAGE= .2130E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 4.98 10034.14 248.85 1.22 5.00 9977.85 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1713E+04 EXCESS= .0000E+00 OUTFLOW= .1713E+04 BASIN STORAGE= .2124E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 4.99 9976.84 249.46 1.22 5.00 9945.45 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1701E+04 EXCESS= .0000E+00 OUTFLOW= .1701E+04 BASIN STORAGE= .2120E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 9881.07 250.00 1.20 5.00 9881.07 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1681E+04 EXCESS= .0000E+00 OUTFLOW= .1681E+04 BASIN STORAGE= .2113E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 9752.89 250.00 1.18 5.00 9752.89 250.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1657E+04 EXCESS= .0000E+00 OUTFLOW= .1656E+04 BASIN STORAGE= .2104E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 74.17 233.00 -1.00 5.00 61.62 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 80.33 233.50 -1.00 5.00 68.41 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 84.15 234.00 -1.00 5.00 55.20 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 87.32 234.50 -1.00 5.00 63.88 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 82.95 235.00 -1.00 5.00 82.95 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 90.69 235.00 -1.00 5.00 90.69 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .75 92.19 235.50 -1.00 5.00 60.72 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .75 81.18 235.50 -1.00 5.00 56.30 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 80.43 235.50 -1.00 5.00 55.29 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.76 763.75 222.29 1.69 5.00 747.66 220.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6818E+02 EXCESS= .0000E+00 OUTFLOW= .6818E+02 BASIN STORAGE= .2883E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.78 746.39 222.48 1.66 5.00 731.28 220.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6676E+02 EXCESS= .0000E+00 OUTFLOW= .6676E+02 BASIN STORAGE= .3246E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.81 720.08 222.25 1.59 5.00 703.37 225.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6403E+02 EXCESS= .0000E+00 OUTFLOW= .6403E+02 BASIN STORAGE= .3249E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.84 692.70 222.09 1.53 5.00 676.72 225.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6175E+02 EXCESS= .0000E+00 OUTFLOW= .6175E+02 BASIN STORAGE= .3218E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.85 680.25 221.68 1.51 5.00 666.17 220.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6091E+02 EXCESS= .0000E+00 OUTFLOW= .6091E+02 BASIN STORAGE= .2853E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.86 672.44 222.69 1.50 5.00 659.03 225.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6026E+02 EXCESS= .0000E+00 OUTFLOW= .6027E+02 BASIN STORAGE= .2785E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.86 665.70 221.56 1.48 5.00 653.16 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5953E+02 EXCESS= .0000E+00 OUTFLOW= .5953E+02 BASIN STORAGE= .2853E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.87 658.15 222.74 1.45 5.00 645.30 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5851E+02 EXCESS= .0000E+00 OUTFLOW= .5852E+02 BASIN STORAGE= .3219E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 1.88 648.29 222.36 1.43 5.00 634.69 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5742E+02 EXCESS= .0000E+00 OUTFLOW= .5742E+02 BASIN STORAGE= .2836E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.33 960.48 226.15 1.74 5.00 959.58 225.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8947E+02 EXCESS= .0000E+00 OUTFLOW= .8947E+02 BASIN STORAGE= .2387E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.34 940.93 225.39 1.70 5.00 939.08 225.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8763E+02 EXCESS= .0000E+00 OUTFLOW= .8763E+02 BASIN STORAGE= .2348E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.36 906.81 225.98 1.64 5.00 904.58 225.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8416E+02 EXCESS= .0000E+00 OUTFLOW= .8416E+02 BASIN STORAGE= .2296E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.38 872.76 225.27 1.58 5.00 871.57 225.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8116E+02 EXCESS= .0000E+00 OUTFLOW= .8116E+02 BASIN STORAGE= .2621E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.39 859.21 225.32 1.56 5.00 857.91 225.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8003E+02 EXCESS= .0000E+00 OUTFLOW= .8003E+02 BASIN STORAGE= .2501E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.40 850.74 226.23 1.54 5.00 848.67 225.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7920E+02 EXCESS= .0000E+00 OUTFLOW= .7920E+02 BASIN STORAGE= .2389E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.40 843.77 225.61 1.52 5.00 841.16 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7831E+02 EXCESS= .0000E+00 OUTFLOW= .7831E+02 BASIN STORAGE= .2321E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.41 832.56 225.29 1.50 5.00 831.36 225.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7707E+02 EXCESS= .0000E+00 OUTFLOW= .7707E+02 BASIN STORAGE= .2409E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.42 819.09 225.33 1.47 5.00 817.68 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7568E+02 EXCESS= .0000E+00 OUTFLOW= .7568E+02 BASIN STORAGE= .2376E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.58 1107.70 227.37 1.65 5.00 1100.38 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+03 EXCESS= .0000E+00 OUTFLOW= .1057E+03 BASIN STORAGE= .4797E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.61 1080.63 226.80 1.62 5.00 1073.07 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1034E+03 EXCESS= .0000E+00 OUTFLOW= .1034E+03 BASIN STORAGE= .5184E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.65 1043.79 227.67 1.55 5.00 1036.31 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9931E+02 EXCESS= .0000E+00 OUTFLOW= .9931E+02 BASIN STORAGE= .5402E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.69 1000.85 228.52 1.50 5.00 994.36 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9561E+02 EXCESS= .0000E+00 OUTFLOW= .9561E+02 BASIN STORAGE= .5654E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.71 986.70 227.30 1.47 5.00 982.31 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9419E+02 EXCESS= .0000E+00 OUTFLOW= .9420E+02 BASIN STORAGE= .5459E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.72 974.30 228.33 1.46 5.00 968.89 230.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9320E+02 EXCESS= .0000E+00 OUTFLOW= .9321E+02 BASIN STORAGE= .5724E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.73 964.16 229.15 1.44 5.00 959.37 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9215E+02 EXCESS= .0000E+00 OUTFLOW= .9215E+02 BASIN STORAGE= .4911E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.74 956.11 227.54 1.42 5.00 950.00 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9070E+02 EXCESS= .0000E+00 OUTFLOW= .9070E+02 BASIN STORAGE= .5054E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.76 935.91 229.10 1.39 5.00 930.61 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8905E+02 EXCESS= .0000E+00 OUTFLOW= .8905E+02 BASIN STORAGE= .4821E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.31 1325.79 231.03 1.66 5.00 1325.15 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1285E+03 EXCESS= .0000E+00 OUTFLOW= .1285E+03 BASIN STORAGE= .5114E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.33 1294.22 230.97 1.62 5.00 1292.85 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1256E+03 EXCESS= .0000E+00 OUTFLOW= .1256E+03 BASIN STORAGE= .4936E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.37 1252.67 229.52 1.56 5.00 1251.15 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1207E+03 EXCESS= .0000E+00 OUTFLOW= .1207E+03 BASIN STORAGE= .5014E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.41 1199.73 230.89 1.50 5.00 1197.05 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1160E+03 EXCESS= .0000E+00 OUTFLOW= .1160E+03 BASIN STORAGE= .4604E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.42 1185.25 229.66 1.47 5.00 1184.65 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1144E+03 EXCESS= .0000E+00 OUTFLOW= .1144E+03 BASIN STORAGE= .4619E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.43 1169.07 230.89 1.46 5.00 1165.93 230.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1131E+03 EXCESS= .0000E+00 OUTFLOW= .1131E+03 BASIN STORAGE= .6046E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.44 1155.86 229.33 1.44 5.00 1155.62 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1118E+03 EXCESS= .0000E+00 OUTFLOW= .1118E+03 BASIN STORAGE= .4937E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.45 1147.36 230.29 1.42 5.00 1145.50 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1102E+03 EXCESS= .0000E+00 OUTFLOW= .1102E+03 BASIN STORAGE= .5085E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.47 1123.11 229.66 1.39 5.00 1122.52 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+03 EXCESS= .0000E+00 OUTFLOW= .1082E+03 BASIN STORAGE= .4513E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.77 1592.48 233.00 1.64 5.00 1579.85 235.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1551E+03 EXCESS= .0000E+00 OUTFLOW= .1551E+03 BASIN STORAGE= .7138E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.80 1555.95 232.47 1.60 5.00 1545.27 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1515E+03 EXCESS= .0000E+00 OUTFLOW= .1515E+03 BASIN STORAGE= .7648E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.84 1504.62 232.80 1.54 5.00 1489.58 235.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1457E+03 EXCESS= .0000E+00 OUTFLOW= .1457E+03 BASIN STORAGE= .6986E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.89 1434.27 234.00 1.48 5.00 1427.75 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1400E+03 EXCESS= .0000E+00 OUTFLOW= .1400E+03 BASIN STORAGE= .7132E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.90 1422.61 232.17 1.45 5.00 1416.38 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1379E+03 EXCESS= .0000E+00 OUTFLOW= .1379E+03 BASIN STORAGE= .7637E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.92 1399.92 233.59 1.44 5.00 1393.80 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1364E+03 EXCESS= .0000E+00 OUTFLOW= .1364E+03 BASIN STORAGE= .7395E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.93 1384.71 231.48 1.42 5.00 1379.19 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+03 EXCESS= .0000E+00 OUTFLOW= .1348E+03 BASIN STORAGE= .6540E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.94 1375.90 232.38 1.40 5.00 1366.65 235.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1330E+03 EXCESS= .0000E+00 OUTFLOW= .1330E+03 BASIN STORAGE= .7079E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 2.96 1342.20 234.22 1.38 5.00 1336.57 235.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1305E+03 EXCESS= .0000E+00 OUTFLOW= .1305E+03 BASIN STORAGE= .6794E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.03 12618.23 245.79 1.39 5.00 12585.20 245.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2099E+04 EXCESS= .0000E+00 OUTFLOW= .2099E+04 BASIN STORAGE= .5215E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.04 12324.15 245.94 1.36 5.00 12266.51 245.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2056E+04 EXCESS= .0000E+00 OUTFLOW= .2056E+04 BASIN STORAGE= .5189E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.06 11913.96 245.97 1.32 5.00 11854.38 245.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1985E+04 EXCESS= .0000E+00 OUTFLOW= .1985E+04 BASIN STORAGE= .5145E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.07 11484.48 246.24 1.27 5.00 11414.53 250.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1916E+04 EXCESS= .0000E+00 OUTFLOW= .1916E+04 BASIN STORAGE= .5097E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.08 11320.76 246.50 1.25 5.00 11269.07 250.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1889E+04 EXCESS= .0000E+00 OUTFLOW= .1888E+04 BASIN STORAGE= .5077E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.08 11244.83 246.07 1.24 5.00 11191.37 250.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1869E+04 EXCESS= .0000E+00 OUTFLOW= .1869E+04 BASIN STORAGE= .5063E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.08 11216.06 246.29 1.23 5.00 11145.03 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1855E+04 EXCESS= .0000E+00 OUTFLOW= .1855E+04 BASIN STORAGE= .5053E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.08 11119.28 247.03 1.22 5.00 11060.25 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1833E+04 EXCESS= .0000E+00 OUTFLOW= .1833E+04 BASIN STORAGE= .5037E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.09 10974.78 246.16 1.20 5.00 10910.40 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1806E+04 EXCESS= .0000E+00 OUTFLOW= .1805E+04 BASIN STORAGE= .5017E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 354.61 230.00 1.60 5.00 354.61 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2942E+02 EXCESS= .0000E+00 OUTFLOW= .2943E+02 BASIN STORAGE= .2237E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 346.90 230.00 1.56 5.00 346.90 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2875E+02 EXCESS= .0000E+00 OUTFLOW= .2876E+02 BASIN STORAGE= .2211E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 334.06 230.00 1.50 5.00 334.06 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2764E+02 EXCESS= .0000E+00 OUTFLOW= .2765E+02 BASIN STORAGE= .2167E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 321.24 230.00 1.44 5.00 321.24 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2654E+02 EXCESS= .0000E+00 OUTFLOW= .2655E+02 BASIN STORAGE= .2122E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 316.12 230.00 1.42 5.00 316.12 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2610E+02 EXCESS= .0000E+00 OUTFLOW= .2611E+02 BASIN STORAGE= .2104E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 312.53 230.00 1.40 5.00 312.53 230.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2579E+02 EXCESS= .0000E+00 OUTFLOW= .2580E+02 BASIN STORAGE= .2091E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 309.98 230.00 1.39 5.00 309.98 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2557E+02 EXCESS= .0000E+00 OUTFLOW= .2558E+02 BASIN STORAGE= .2082E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 305.89 230.00 1.37 5.00 305.89 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2522E+02 EXCESS= .0000E+00 OUTFLOW= .2523E+02 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 300.78 230.00 1.35 5.00 300.78 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2479E+02 EXCESS= .0000E+00 OUTFLOW= .2480E+02 BASIN STORAGE= .2049E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.21 701.50 230.58 1.66 5.00 698.57 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6329E+02 EXCESS= .0000E+00 OUTFLOW= .6329E+02 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.22 687.52 231.35 1.62 5.00 684.50 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6190E+02 EXCESS= .0000E+00 OUTFLOW= .6190E+02 BASIN STORAGE= .1924E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.24 662.79 231.06 1.56 5.00 659.32 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5956E+02 EXCESS= .0000E+00 OUTFLOW= .5956E+02 BASIN STORAGE= .1962E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.26 637.35 230.83 1.50 5.00 633.57 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5724E+02 EXCESS= .0000E+00 OUTFLOW= .5724E+02 BASIN STORAGE= .2021E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.27 627.91 231.02 1.48 5.00 623.96 230.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5632E+02 EXCESS= .0000E+00 OUTFLOW= .5632E+02 BASIN STORAGE= .1884E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.27 620.29 230.77 1.46 5.00 616.47 230.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5566E+02 EXCESS= .0000E+00 OUTFLOW= .5566E+02 BASIN STORAGE= .1947E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.28 615.57 231.51 1.45 5.00 612.19 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5521E+02 EXCESS= .0000E+00 OUTFLOW= .5521E+02 BASIN STORAGE= .1899E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.29 608.05 231.43 1.43 5.00 604.57 230.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5448E+02 EXCESS= .0000E+00 OUTFLOW= .5448E+02 BASIN STORAGE= .1906E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.29 597.26 231.66 1.40 5.00 593.88 230.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5355E+02 EXCESS= .0000E+00 OUTFLOW= .5355E+02 BASIN STORAGE= .2065E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.32 948.33 231.32 1.72 5.00 942.48 230.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8788E+02 EXCESS= .0000E+00 OUTFLOW= .8788E+02 BASIN STORAGE= .2306E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.33 926.58 231.85 1.69 5.00 921.67 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8600E+02 EXCESS= .0000E+00 OUTFLOW= .8600E+02 BASIN STORAGE= .2320E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.35 895.69 231.19 1.62 5.00 889.31 230.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8283E+02 EXCESS= .0000E+00 OUTFLOW= .8283E+02 BASIN STORAGE= .2659E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.37 859.71 232.01 1.56 5.00 854.44 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7967E+02 EXCESS= .0000E+00 OUTFLOW= .7966E+02 BASIN STORAGE= .2421E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.38 847.05 232.02 1.54 5.00 841.55 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7842E+02 EXCESS= .0000E+00 OUTFLOW= .7842E+02 BASIN STORAGE= .2380E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.39 838.92 231.70 1.52 5.00 832.41 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7753E+02 EXCESS= .0000E+00 OUTFLOW= .7753E+02 BASIN STORAGE= .2503E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.39 832.46 230.96 1.51 5.00 826.15 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7692E+02 EXCESS= .0000E+00 OUTFLOW= .7692E+02 BASIN STORAGE= .2517E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.40 821.15 232.10 1.49 5.00 815.70 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7593E+02 EXCESS= .0000E+00 OUTFLOW= .7592E+02 BASIN STORAGE= .2265E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.41 807.90 230.86 1.46 5.00 801.86 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7467E+02 EXCESS= .0000E+00 OUTFLOW= .7466E+02 BASIN STORAGE= .2479E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.36 1229.81 234.92 1.62 5.00 1229.14 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+03 EXCESS= .0000E+00 OUTFLOW= .1173E+03 BASIN STORAGE= .8271E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.39 1208.46 233.70 1.58 5.00 1200.83 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1147E+03 EXCESS= .0000E+00 OUTFLOW= .1147E+03 BASIN STORAGE= .7521E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.44 1164.42 233.78 1.52 5.00 1157.52 235.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1103E+03 EXCESS= .0000E+00 OUTFLOW= .1103E+03 BASIN STORAGE= .7174E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.49 1117.63 234.14 1.46 5.00 1112.83 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1060E+03 EXCESS= .0000E+00 OUTFLOW= .1059E+03 BASIN STORAGE= .8783E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.52 1093.24 235.64 1.44 5.00 1092.39 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+03 EXCESS= .0000E+00 OUTFLOW= .1042E+03 BASIN STORAGE= .6783E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.53 1086.03 233.18 1.42 5.00 1080.70 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1030E+03 EXCESS= .0000E+00 OUTFLOW= .1030E+03 BASIN STORAGE= .7551E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.54 1080.19 233.92 1.41 5.00 1074.93 235.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1022E+03 EXCESS= .0000E+00 OUTFLOW= .1022E+03 BASIN STORAGE= .8859E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.56 1062.14 235.16 1.39 5.00 1061.39 235.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1008E+03 EXCESS= .0000E+00 OUTFLOW= .1008E+03 BASIN STORAGE= .7223E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.59 1045.33 233.23 1.37 5.00 1040.71 235.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9907E+02 EXCESS= .0000E+00 OUTFLOW= .9906E+02 BASIN STORAGE= .7254E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.67 1464.40 235.02 1.65 5.00 1464.15 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1421E+03 EXCESS= .0000E+00 OUTFLOW= .1421E+03 BASIN STORAGE= .7080E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.70 1427.49 234.48 1.61 5.00 1427.36 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1389E+03 EXCESS= .0000E+00 OUTFLOW= .1389E+03 BASIN STORAGE= .6227E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.73 1379.93 235.17 1.55 5.00 1378.21 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1337E+03 EXCESS= .0000E+00 OUTFLOW= .1337E+03 BASIN STORAGE= .6871E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.78 1326.42 236.06 1.49 5.00 1318.89 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1285E+03 EXCESS= .0000E+00 OUTFLOW= .1285E+03 BASIN STORAGE= .6920E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.80 1301.88 234.95 1.47 5.00 1301.85 235.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1264E+03 EXCESS= .0000E+00 OUTFLOW= .1264E+03 BASIN STORAGE= .5459E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.81 1291.08 235.96 1.45 5.00 1284.75 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1250E+03 EXCESS= .0000E+00 OUTFLOW= .1250E+03 BASIN STORAGE= .5630E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.82 1281.09 236.50 1.44 5.00 1272.78 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1240E+03 EXCESS= .0000E+00 OUTFLOW= .1239E+03 BASIN STORAGE= .6257E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.83 1263.03 237.69 1.42 5.00 1259.62 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1223E+03 EXCESS= .0000E+00 OUTFLOW= .1223E+03 BASIN STORAGE= .6913E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 2.85 1242.46 236.64 1.40 5.00 1234.67 235.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E+03 EXCESS= .0000E+00 OUTFLOW= .1202E+03 BASIN STORAGE= .6370E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.18 13963.21 245.96 1.41 5.00 13941.67 245.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2260E+04 EXCESS= .0000E+00 OUTFLOW= .2260E+04 BASIN STORAGE= .6551E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.19 13613.24 245.96 1.38 5.00 13568.74 245.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2213E+04 EXCESS= .0000E+00 OUTFLOW= .2212E+04 BASIN STORAGE= .6519E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.21 13150.27 246.82 1.33 5.00 13094.68 245.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2136E+04 EXCESS= .0000E+00 OUTFLOW= .2136E+04 BASIN STORAGE= .6465E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.23 12652.85 246.93 1.28 5.00 12582.99 250.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2061E+04 EXCESS= .0000E+00 OUTFLOW= .2061E+04 BASIN STORAGE= .6404E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.24 12468.92 247.14 1.27 5.00 12416.88 250.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2031E+04 EXCESS= .0000E+00 OUTFLOW= .2031E+04 BASIN STORAGE= .6380E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.24 12380.71 247.78 1.25 5.00 12332.85 250.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2010E+04 EXCESS= .0000E+00 OUTFLOW= .2010E+04 BASIN STORAGE= .6363E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.24 12340.56 246.84 1.24 5.00 12277.94 250.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1995E+04 EXCESS= .0000E+00 OUTFLOW= .1995E+04 BASIN STORAGE= .6350E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.24 12240.39 247.60 1.23 5.00 12188.11 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1971E+04 EXCESS= .0000E+00 OUTFLOW= .1971E+04 BASIN STORAGE= .6330E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.25 12065.59 247.74 1.21 5.00 12017.13 250.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1941E+04 EXCESS= .0000E+00 OUTFLOW= .1941E+04 BASIN STORAGE= .6306E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 213.71 250.00 1.77 5.00 213.71 250.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2316E+02 EXCESS= .0000E+00 OUTFLOW= .2317E+02 BASIN STORAGE= .4318E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 209.25 250.00 1.73 5.00 209.25 250.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2267E+02 EXCESS= .0000E+00 OUTFLOW= .2267E+02 BASIN STORAGE= .4272E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 201.80 250.00 1.67 5.00 201.80 250.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2184E+02 EXCESS= .0000E+00 OUTFLOW= .2185E+02 BASIN STORAGE= .4193E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 194.35 250.00 1.60 5.00 194.35 250.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2102E+02 EXCESS= .0000E+00 OUTFLOW= .2103E+02 BASIN STORAGE= .4114E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 191.37 250.00 1.58 5.00 191.37 250.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2070E+02 EXCESS= .0000E+00 OUTFLOW= .2070E+02 BASIN STORAGE= .4082E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 189.34 250.00 1.56 5.00 189.34 250.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2047E+02 EXCESS= .0000E+00 OUTFLOW= .2047E+02 BASIN STORAGE= .4543E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 187.85 250.00 1.55 5.00 187.85 250.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2031E+02 EXCESS= .0000E+00 OUTFLOW= .2031E+02 BASIN STORAGE= .4525E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 185.46 250.00 1.53 5.00 185.46 250.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2005E+02 EXCESS= .0000E+00 OUTFLOW= .2005E+02 BASIN STORAGE= .4497E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 182.48 250.00 1.50 5.00 182.48 250.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1972E+02 EXCESS= .0000E+00 OUTFLOW= .1972E+02 BASIN STORAGE= .4462E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.68 14261.00 247.58 1.41 5.00 14144.47 250.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2303E+04 EXCESS= .0000E+00 OUTFLOW= .2303E+04 BASIN STORAGE= .9188E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.70 13910.30 246.75 1.38 5.00 13833.78 250.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2255E+04 EXCESS= .0000E+00 OUTFLOW= .2255E+04 BASIN STORAGE= .9143E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.73 13429.72 248.42 1.34 5.00 13380.10 250.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2177E+04 EXCESS= .0000E+00 OUTFLOW= .2176E+04 BASIN STORAGE= .9067E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.75 12918.27 248.74 1.29 5.00 12898.91 250.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2100E+04 EXCESS= .0000E+00 OUTFLOW= .2100E+04 BASIN STORAGE= .8981E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.76 12730.16 248.26 1.27 5.00 12727.89 250.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2070E+04 EXCESS= .0000E+00 OUTFLOW= .2070E+04 BASIN STORAGE= .8947E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.77 12642.68 248.91 1.26 5.00 12630.95 250.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2048E+04 EXCESS= .0000E+00 OUTFLOW= .2048E+04 BASIN STORAGE= .8924E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.77 12589.01 249.35 1.25 5.00 12579.07 250.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2033E+04 EXCESS= .0000E+00 OUTFLOW= .2033E+04 BASIN STORAGE= .8905E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.77 12499.20 248.29 1.23 5.00 12490.19 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2009E+04 EXCESS= .0000E+00 OUTFLOW= .2009E+04 BASIN STORAGE= .8878E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.78 12312.02 249.64 1.21 5.00 12307.20 250.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1978E+04 EXCESS= .0000E+00 OUTFLOW= .1978E+04 BASIN STORAGE= .8843E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 370.19 225.00 1.80 5.00 370.19 225.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3854E+02 EXCESS= .0000E+00 OUTFLOW= .3855E+02 BASIN STORAGE= .2813E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 362.48 225.00 1.76 5.00 362.48 225.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3773E+02 EXCESS= .0000E+00 OUTFLOW= .3774E+02 BASIN STORAGE= .2781E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 349.64 225.00 1.70 5.00 349.64 225.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3638E+02 EXCESS= .0000E+00 OUTFLOW= .3639E+02 BASIN STORAGE= .2727E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 337.44 230.00 1.64 5.00 337.44 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3503E+02 EXCESS= .0000E+00 OUTFLOW= .3504E+02 BASIN STORAGE= .2672E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 332.61 230.00 1.61 5.00 332.61 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3449E+02 EXCESS= .0000E+00 OUTFLOW= .3451E+02 BASIN STORAGE= .2650E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 329.23 230.00 1.60 5.00 329.23 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3412E+02 EXCESS= .0000E+00 OUTFLOW= .3413E+02 BASIN STORAGE= .2635E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 326.82 230.00 1.58 5.00 326.82 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3385E+02 EXCESS= .0000E+00 OUTFLOW= .3386E+02 BASIN STORAGE= .2623E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 322.95 230.00 1.56 5.00 322.95 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3342E+02 EXCESS= .0000E+00 OUTFLOW= .3343E+02 BASIN STORAGE= .2606E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 318.12 230.00 1.54 5.00 318.12 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3289E+02 EXCESS= .0000E+00 OUTFLOW= .3290E+02 BASIN STORAGE= .2583E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.09 798.53 233.02 1.82 5.00 790.90 235.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8676E+02 EXCESS= .0000E+00 OUTFLOW= .8677E+02 BASIN STORAGE= .6751E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.12 780.83 234.90 1.78 5.00 780.26 235.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8491E+02 EXCESS= .0000E+00 OUTFLOW= .8491E+02 BASIN STORAGE= .6697E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.18 758.04 233.96 1.72 5.00 752.98 235.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8190E+02 EXCESS= .0000E+00 OUTFLOW= .8191E+02 BASIN STORAGE= .7159E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.24 728.77 233.07 1.65 5.00 723.00 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7891E+02 EXCESS= .0000E+00 OUTFLOW= .7892E+02 BASIN STORAGE= .7586E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.26 720.70 234.44 1.63 5.00 717.93 235.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7768E+02 EXCESS= .0000E+00 OUTFLOW= .7768E+02 BASIN STORAGE= .8117E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.28 708.81 235.41 1.61 5.00 708.42 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7681E+02 EXCESS= .0000E+00 OUTFLOW= .7681E+02 BASIN STORAGE= .7145E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.29 701.29 231.81 1.60 5.00 700.43 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7623E+02 EXCESS= .0000E+00 OUTFLOW= .7624E+02 BASIN STORAGE= .8371E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.31 695.74 232.93 1.58 5.00 691.25 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7533E+02 EXCESS= .0000E+00 OUTFLOW= .7534E+02 BASIN STORAGE= .7237E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.34 689.86 234.35 1.55 5.00 686.85 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7410E+02 EXCESS= .0000E+00 OUTFLOW= .7411E+02 BASIN STORAGE= .7730E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .51 15186.59 245.89 1.43 5.00 15125.23 245.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2432E+04 EXCESS= .0000E+00 OUTFLOW= .2432E+04 BASIN STORAGE= .3203E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .51 14780.54 249.68 1.40 5.00 14775.86 250.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2381E+04 EXCESS= .0000E+00 OUTFLOW= .2381E+04 BASIN STORAGE= .3188E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .52 14291.96 249.90 1.35 5.00 14289.71 250.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2298E+04 EXCESS= .0000E+00 OUTFLOW= .2298E+04 BASIN STORAGE= .3162E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .53 13769.38 250.39 1.30 5.00 13769.09 250.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2217E+04 EXCESS= .0000E+00 OUTFLOW= .2217E+04 BASIN STORAGE= .3133E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .53 13585.92 250.16 1.28 5.00 13581.89 250.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2185E+04 EXCESS= .0000E+00 OUTFLOW= .2185E+04 BASIN STORAGE= .3121E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .53 13479.23 250.40 1.27 5.00 13475.27 250.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2162E+04 EXCESS= .0000E+00 OUTFLOW= .2162E+04 BASIN STORAGE= .3113E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .53 13422.33 250.29 1.26 5.00 13417.14 250.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+04 EXCESS= .0000E+00 OUTFLOW= .2146E+04 BASIN STORAGE= .3107E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .54 13322.85 250.50 1.25 5.00 13322.75 250.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2120E+04 EXCESS= .0000E+00 OUTFLOW= .2120E+04 BASIN STORAGE= .3098E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .54 13126.51 250.37 1.23 5.00 13119.94 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2088E+04 EXCESS= .0000E+00 OUTFLOW= .2088E+04 BASIN STORAGE= .3086E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 172.43 228.00 2.12 5.00 170.79 230.00 2.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1446E+02 EXCESS= .0000E+00 OUTFLOW= .1448E+02 BASIN STORAGE= .2326E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 169.31 228.00 2.08 5.00 167.79 230.00 2.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1419E+02 EXCESS= .0000E+00 OUTFLOW= .1420E+02 BASIN STORAGE= .2302E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 164.10 228.00 2.01 5.00 162.77 230.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1374E+02 EXCESS= .0000E+00 OUTFLOW= .1375E+02 BASIN STORAGE= .2263E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 158.91 228.00 1.95 5.00 157.85 230.00 1.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1328E+02 EXCESS= .0000E+00 OUTFLOW= .1329E+02 BASIN STORAGE= .2436E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 156.82 228.00 1.92 5.00 155.83 230.00 1.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1310E+02 EXCESS= .0000E+00 OUTFLOW= .1311E+02 BASIN STORAGE= .2420E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 155.35 228.00 1.90 5.00 154.42 230.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1297E+02 EXCESS= .0000E+00 OUTFLOW= .1298E+02 BASIN STORAGE= .2408E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 154.31 228.00 1.89 5.00 153.41 230.00 1.89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1288E+02 EXCESS= .0000E+00 OUTFLOW= .1289E+02 BASIN STORAGE= .2399E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 152.63 228.00 1.87 5.00 151.80 230.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1274E+02 EXCESS= .0000E+00 OUTFLOW= .1275E+02 BASIN STORAGE= .2386E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 4.75 150.53 228.00 1.84 5.00 149.78 230.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1256E+02 EXCESS= .0000E+00 OUTFLOW= .1257E+02 BASIN STORAGE= .2369E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.54 392.44 231.08 1.87 5.00 392.34 230.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3496E+02 EXCESS= .0000E+00 OUTFLOW= .3497E+02 BASIN STORAGE= .3077E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.56 387.39 230.32 1.83 5.00 386.76 230.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3426E+02 EXCESS= .0000E+00 OUTFLOW= .3426E+02 BASIN STORAGE= .3461E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.59 373.33 230.80 1.77 5.00 372.43 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3304E+02 EXCESS= .0000E+00 OUTFLOW= .3305E+02 BASIN STORAGE= .3170E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.63 359.40 231.33 1.70 5.00 358.97 230.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3185E+02 EXCESS= .0000E+00 OUTFLOW= .3185E+02 BASIN STORAGE= .3235E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.64 356.57 229.99 1.68 5.00 356.56 230.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3140E+02 EXCESS= .0000E+00 OUTFLOW= .3140E+02 BASIN STORAGE= .3225E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.65 352.05 230.91 1.66 5.00 350.82 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3106E+02 EXCESS= .0000E+00 OUTFLOW= .3106E+02 BASIN STORAGE= .3413E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.66 347.85 231.57 1.65 5.00 347.69 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3081E+02 EXCESS= .0000E+00 OUTFLOW= .3081E+02 BASIN STORAGE= .3088E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.67 346.10 229.98 1.63 5.00 346.06 230.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3045E+02 EXCESS= .0000E+00 OUTFLOW= .3045E+02 BASIN STORAGE= .3190E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.69 339.52 231.33 1.60 5.00 338.49 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2996E+02 EXCESS= .0000E+00 OUTFLOW= .2997E+02 BASIN STORAGE= .3164E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 252.30 240.00 1.59 5.00 252.30 240.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2257E+02 EXCESS= .0000E+00 OUTFLOW= .2258E+02 BASIN STORAGE= .4133E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 246.88 240.00 1.56 5.00 246.88 240.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2206E+02 EXCESS= .0000E+00 OUTFLOW= .2207E+02 BASIN STORAGE= .4087E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 237.85 240.00 1.50 5.00 237.85 240.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2120E+02 EXCESS= .0000E+00 OUTFLOW= .2121E+02 BASIN STORAGE= .4008E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 228.81 240.00 1.44 5.00 228.81 240.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2036E+02 EXCESS= .0000E+00 OUTFLOW= .2037E+02 BASIN STORAGE= .3929E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 225.20 240.00 1.41 5.00 225.20 240.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2002E+02 EXCESS= .0000E+00 OUTFLOW= .2003E+02 BASIN STORAGE= .3898E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 222.67 240.00 1.40 5.00 222.67 240.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1978E+02 EXCESS= .0000E+00 OUTFLOW= .1979E+02 BASIN STORAGE= .3875E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 221.01 240.00 1.38 5.00 221.01 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1961E+02 EXCESS= .0000E+00 OUTFLOW= .1962E+02 BASIN STORAGE= .4054E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 218.12 240.00 1.36 5.00 218.12 240.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1935E+02 EXCESS= .0000E+00 OUTFLOW= .1935E+02 BASIN STORAGE= .4028E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 214.51 240.00 1.34 5.00 214.51 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1901E+02 EXCESS= .0000E+00 OUTFLOW= .1902E+02 BASIN STORAGE= .3995E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.63 829.68 240.64 1.59 5.00 829.04 240.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8288E+02 EXCESS= .0000E+00 OUTFLOW= .8287E+02 BASIN STORAGE= .8051E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.67 815.21 237.92 1.55 5.00 806.77 240.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8088E+02 EXCESS= .0000E+00 OUTFLOW= .8087E+02 BASIN STORAGE= .8274E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.74 779.48 236.96 1.49 5.00 776.25 240.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7774E+02 EXCESS= .0000E+00 OUTFLOW= .7774E+02 BASIN STORAGE= .8886E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.81 753.12 240.74 1.43 5.00 751.71 240.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7474E+02 EXCESS= .0000E+00 OUTFLOW= .7473E+02 BASIN STORAGE= .9567E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.84 739.14 237.17 1.41 5.00 735.81 240.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7356E+02 EXCESS= .0000E+00 OUTFLOW= .7355E+02 BASIN STORAGE= .8240E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.87 734.06 238.52 1.39 5.00 727.95 240.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7263E+02 EXCESS= .0000E+00 OUTFLOW= .7263E+02 BASIN STORAGE= .9165E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.88 731.24 239.29 1.38 5.00 727.17 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7202E+02 EXCESS= .0000E+00 OUTFLOW= .7201E+02 BASIN STORAGE= .9537E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.90 722.97 240.32 1.36 5.00 721.90 240.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7115E+02 EXCESS= .0000E+00 OUTFLOW= .7115E+02 BASIN STORAGE= .8292E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 4.94 700.37 237.28 1.34 5.00 698.23 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6983E+02 EXCESS= .0000E+00 OUTFLOW= .6982E+02 BASIN STORAGE= .8750E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .71 3725.20 235.95 -1.00 5.00 3698.53 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .72 3602.57 236.24 -1.00 5.00 3576.25 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .74 3410.23 236.33 -1.00 5.00 3383.38 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .76 3218.14 235.86 -1.00 5.00 3190.54 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .76 3141.80 235.86 -1.00 5.00 3120.44 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .77 3085.86 236.03 -1.00 5.00 3067.73 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .77 3042.16 235.83 -1.00 5.00 3023.36 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .78 2990.80 235.88 -1.00 5.00 2968.42 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .79 2918.51 235.84 -1.00 5.00 2896.87 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.42 387.96 246.15 1.95 5.00 387.22 245.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4991E+02 EXCESS= .0000E+00 OUTFLOW= .4992E+02 BASIN STORAGE= .4870E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.45 380.56 244.60 1.91 5.00 380.51 245.00 1.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4891E+02 EXCESS= .0000E+00 OUTFLOW= .4892E+02 BASIN STORAGE= .4476E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.49 368.25 244.34 1.84 5.00 368.20 245.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4725E+02 EXCESS= .0000E+00 OUTFLOW= .4725E+02 BASIN STORAGE= .4389E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.54 355.94 244.13 1.78 5.00 355.89 245.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4559E+02 EXCESS= .0000E+00 OUTFLOW= .4559E+02 BASIN STORAGE= .4269E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.56 350.86 245.49 1.75 5.00 350.22 245.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4493E+02 EXCESS= .0000E+00 OUTFLOW= .4493E+02 BASIN STORAGE= .4373E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.57 347.53 246.46 1.73 5.00 346.66 245.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4446E+02 EXCESS= .0000E+00 OUTFLOW= .4447E+02 BASIN STORAGE= .4886E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.58 345.24 247.16 1.72 5.00 344.94 245.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4413E+02 EXCESS= .0000E+00 OUTFLOW= .4414E+02 BASIN STORAGE= .4329E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.60 341.27 244.69 1.70 5.00 341.23 245.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4360E+02 EXCESS= .0000E+00 OUTFLOW= .4361E+02 BASIN STORAGE= .4567E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.62 336.06 246.11 1.67 5.00 335.11 245.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4294E+02 EXCESS= .0000E+00 OUTFLOW= .4295E+02 BASIN STORAGE= .4849E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.55 4292.61 238.83 10.22 5.00 4287.88 240.00 10.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4029E+03 EXCESS= .0000E+00 OUTFLOW= .4029E+03 BASIN STORAGE= .5099E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.57 4165.58 238.51 9.95 5.00 4162.89 240.00 9.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3921E+03 EXCESS= .0000E+00 OUTFLOW= .3921E+03 BASIN STORAGE= .4937E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.60 3957.87 238.54 9.50 5.00 3956.69 240.00 9.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3743E+03 EXCESS= .0000E+00 OUTFLOW= .3743E+03 BASIN STORAGE= .4873E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.64 3746.59 238.89 9.04 5.00 3744.76 240.00 9.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3564E+03 EXCESS= .0000E+00 OUTFLOW= .3564E+03 BASIN STORAGE= .5208E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.65 3666.71 239.21 8.86 5.00 3666.06 240.00 8.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3493E+03 EXCESS= .0000E+00 OUTFLOW= .3493E+03 BASIN STORAGE= .5495E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.66 3607.15 240.73 8.74 5.00 3606.83 240.00 8.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3444E+03 EXCESS= .0000E+00 OUTFLOW= .3444E+03 BASIN STORAGE= .5224E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.67 3560.31 240.35 8.65 5.00 3560.16 240.00 8.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3409E+03 EXCESS= .0000E+00 OUTFLOW= .3408E+03 BASIN STORAGE= .5589E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.68 3499.77 238.68 8.51 5.00 3498.75 240.00 8.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3353E+03 EXCESS= .0000E+00 OUTFLOW= .3353E+03 BASIN STORAGE= .5161E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.70 3420.95 239.15 8.34 5.00 3420.01 240.00 8.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3286E+03 EXCESS= .0000E+00 OUTFLOW= .3286E+03 BASIN STORAGE= .5146E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.02 4476.96 240.62 8.22 5.00 4474.37 240.00 8.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4279E+03 EXCESS= .0000E+00 OUTFLOW= .4279E+03 BASIN STORAGE= .7977E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.05 4347.39 239.35 8.00 5.00 4347.21 240.00 8.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4166E+03 EXCESS= .0000E+00 OUTFLOW= .4166E+03 BASIN STORAGE= .7770E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.09 4140.95 242.08 7.64 5.00 4137.14 240.00 7.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3979E+03 EXCESS= .0000E+00 OUTFLOW= .3979E+03 BASIN STORAGE= .6622E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.13 3914.47 240.97 7.28 5.00 3909.65 240.00 7.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3791E+03 EXCESS= .0000E+00 OUTFLOW= .3791E+03 BASIN STORAGE= .6888E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.15 3832.30 240.83 7.14 5.00 3825.38 240.00 7.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3717E+03 EXCESS= .0000E+00 OUTFLOW= .3717E+03 BASIN STORAGE= .6683E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.16 3776.33 242.37 7.04 5.00 3768.77 240.00 7.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3665E+03 EXCESS= .0000E+00 OUTFLOW= .3665E+03 BASIN STORAGE= .7050E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.18 3723.77 241.43 6.97 5.00 3720.55 240.00 6.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3629E+03 EXCESS= .0000E+00 OUTFLOW= .3629E+03 BASIN STORAGE= .6751E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.19 3660.52 240.90 6.86 5.00 3652.98 240.00 6.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3571E+03 EXCESS= .0000E+00 OUTFLOW= .3571E+03 BASIN STORAGE= .7029E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.21 3579.49 240.85 6.72 5.00 3570.60 240.00 6.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3500E+03 EXCESS= .0000E+00 OUTFLOW= .3500E+03 BASIN STORAGE= .6709E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.38 4610.46 240.62 7.24 5.00 4583.28 240.00 7.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4453E+03 EXCESS= .0000E+00 OUTFLOW= .4453E+03 BASIN STORAGE= .4463E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.40 4478.03 240.58 7.05 5.00 4450.84 240.00 7.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4337E+03 EXCESS= .0000E+00 OUTFLOW= .4337E+03 BASIN STORAGE= .4884E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.43 4272.23 241.07 6.74 5.00 4229.78 240.00 6.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4144E+03 EXCESS= .0000E+00 OUTFLOW= .4144E+03 BASIN STORAGE= .5253E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.46 4035.70 242.13 6.42 5.00 4001.37 240.00 6.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3950E+03 EXCESS= .0000E+00 OUTFLOW= .3950E+03 BASIN STORAGE= .4494E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.47 3960.07 241.28 6.30 5.00 3912.21 240.00 6.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3874E+03 EXCESS= .0000E+00 OUTFLOW= .3874E+03 BASIN STORAGE= .5240E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.48 3900.27 241.23 6.21 5.00 3850.34 240.00 6.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3820E+03 EXCESS= .0000E+00 OUTFLOW= .3820E+03 BASIN STORAGE= .4763E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.49 3845.97 240.97 6.15 5.00 3803.53 240.00 6.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3783E+03 EXCESS= .0000E+00 OUTFLOW= .3783E+03 BASIN STORAGE= .4927E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.50 3782.39 241.22 6.05 5.00 3733.50 240.00 6.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3723E+03 EXCESS= .0000E+00 OUTFLOW= .3723E+03 BASIN STORAGE= .5300E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.51 3699.14 241.89 5.94 5.00 3651.30 240.00 5.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3650E+03 EXCESS= .0000E+00 OUTFLOW= .3650E+03 BASIN STORAGE= .4873E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.13 4760.46 241.64 6.20 5.00 4724.84 240.00 6.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4665E+03 EXCESS= .0000E+00 OUTFLOW= .4665E+03 BASIN STORAGE= .4249E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.14 4625.68 241.03 6.04 5.00 4590.14 240.00 6.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4544E+03 EXCESS= .0000E+00 OUTFLOW= .4544E+03 BASIN STORAGE= .4420E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.17 4402.12 241.28 5.77 5.00 4358.86 240.00 5.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4342E+03 EXCESS= .0000E+00 OUTFLOW= .4342E+03 BASIN STORAGE= .3797E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.19 4166.06 241.87 5.50 5.00 4126.65 245.00 5.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4141E+03 EXCESS= .0000E+00 OUTFLOW= .4141E+03 BASIN STORAGE= .4277E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.20 4076.15 241.63 5.40 5.00 4043.60 245.00 5.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4061E+03 EXCESS= .0000E+00 OUTFLOW= .4061E+03 BASIN STORAGE= .3983E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.21 4012.98 241.94 5.32 5.00 3982.40 245.00 5.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4005E+03 EXCESS= .0000E+00 OUTFLOW= .4005E+03 BASIN STORAGE= .3958E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.22 3964.22 241.90 5.27 5.00 3932.49 245.00 5.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3966E+03 EXCESS= .0000E+00 OUTFLOW= .3966E+03 BASIN STORAGE= .3877E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.22 3893.13 241.23 5.19 5.00 3870.18 245.00 5.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3904E+03 EXCESS= .0000E+00 OUTFLOW= .3904E+03 BASIN STORAGE= .4379E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.24 3808.89 242.13 5.09 5.00 3783.31 245.00 5.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3827E+03 EXCESS= .0000E+00 OUTFLOW= .3827E+03 BASIN STORAGE= .3675E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.00 390.33 236.90 2.19 5.00 388.29 240.00 2.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4610E+02 EXCESS= .0000E+00 OUTFLOW= .4611E+02 BASIN STORAGE= .3756E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.02 383.40 238.56 2.15 5.00 381.62 240.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4525E+02 EXCESS= .0000E+00 OUTFLOW= .4526E+02 BASIN STORAGE= .3603E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.06 372.69 238.38 2.08 5.00 370.64 240.00 2.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4384E+02 EXCESS= .0000E+00 OUTFLOW= .4384E+02 BASIN STORAGE= .4431E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.09 361.82 238.24 2.01 5.00 359.58 240.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4242E+02 EXCESS= .0000E+00 OUTFLOW= .4243E+02 BASIN STORAGE= .4353E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.11 355.21 236.34 1.99 5.00 354.40 240.00 1.99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4186E+02 EXCESS= .0000E+00 OUTFLOW= .4187E+02 BASIN STORAGE= .3590E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.12 353.45 237.18 1.97 5.00 351.51 240.00 1.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4147E+02 EXCESS= .0000E+00 OUTFLOW= .4147E+02 BASIN STORAGE= .3866E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.13 351.95 237.80 1.96 5.00 349.48 240.00 1.96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4118E+02 EXCESS= .0000E+00 OUTFLOW= .4119E+02 BASIN STORAGE= .4445E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.14 347.39 238.78 1.93 5.00 345.86 240.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4073E+02 EXCESS= .0000E+00 OUTFLOW= .4074E+02 BASIN STORAGE= .3780E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.16 342.44 236.88 1.91 5.00 341.32 240.00 1.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4017E+02 EXCESS= .0000E+00 OUTFLOW= .4018E+02 BASIN STORAGE= .3867E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.50 498.22 235.36 2.16 5.00 497.67 235.00 2.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5882E+02 EXCESS= .0000E+00 OUTFLOW= .5882E+02 BASIN STORAGE= .2013E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.51 489.94 235.40 2.12 5.00 489.27 235.00 2.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5773E+02 EXCESS= .0000E+00 OUTFLOW= .5773E+02 BASIN STORAGE= .2290E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.53 475.78 236.76 2.06 5.00 474.50 235.00 2.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5591E+02 EXCESS= .0000E+00 OUTFLOW= .5591E+02 BASIN STORAGE= .2095E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.55 461.60 236.64 1.99 5.00 459.79 235.00 1.99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5409E+02 EXCESS= .0000E+00 OUTFLOW= .5409E+02 BASIN STORAGE= .2038E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.55 455.87 236.28 1.96 5.00 453.84 235.00 1.96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5337E+02 EXCESS= .0000E+00 OUTFLOW= .5337E+02 BASIN STORAGE= .2247E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.56 450.43 235.70 1.94 5.00 449.38 235.00 1.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5286E+02 EXCESS= .0000E+00 OUTFLOW= .5286E+02 BASIN STORAGE= .2003E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.56 448.42 236.29 1.93 5.00 446.31 235.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5249E+02 EXCESS= .0000E+00 OUTFLOW= .5250E+02 BASIN STORAGE= .2048E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.57 442.94 235.69 1.91 5.00 441.87 235.00 1.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5192E+02 EXCESS= .0000E+00 OUTFLOW= .5192E+02 BASIN STORAGE= .1977E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.58 437.21 236.95 1.88 5.00 436.06 235.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5119E+02 EXCESS= .0000E+00 OUTFLOW= .5119E+02 BASIN STORAGE= .2009E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.13 561.45 235.36 2.15 5.00 561.12 235.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6605E+02 EXCESS= .0000E+00 OUTFLOW= .6605E+02 BASIN STORAGE= .1570E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.13 551.80 235.85 2.11 5.00 551.53 235.00 2.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6481E+02 EXCESS= .0000E+00 OUTFLOW= .6481E+02 BASIN STORAGE= .1759E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.15 535.07 235.32 2.04 5.00 534.66 235.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6276E+02 EXCESS= .0000E+00 OUTFLOW= .6276E+02 BASIN STORAGE= .1783E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.16 518.52 235.98 1.97 5.00 518.21 235.00 1.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6070E+02 EXCESS= .0000E+00 OUTFLOW= .6070E+02 BASIN STORAGE= .1611E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.17 511.82 236.04 1.95 5.00 511.67 235.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5989E+02 EXCESS= .0000E+00 OUTFLOW= .5989E+02 BASIN STORAGE= .1596E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.17 506.77 235.80 1.93 5.00 506.38 235.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5931E+02 EXCESS= .0000E+00 OUTFLOW= .5931E+02 BASIN STORAGE= .1591E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.18 503.34 235.27 1.91 5.00 502.96 235.00 1.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5890E+02 EXCESS= .0000E+00 OUTFLOW= .5890E+02 BASIN STORAGE= .1787E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.18 498.27 236.22 1.89 5.00 498.08 235.00 1.89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5825E+02 EXCESS= .0000E+00 OUTFLOW= .5825E+02 BASIN STORAGE= .1615E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.19 491.59 235.10 1.87 5.00 491.40 235.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5743E+02 EXCESS= .0000E+00 OUTFLOW= .5743E+02 BASIN STORAGE= .1759E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .71 676.71 231.27 2.15 5.00 673.32 235.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7874E+02 EXCESS= .0000E+00 OUTFLOW= .7874E+02 BASIN STORAGE= .1137E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .71 664.12 230.90 2.11 5.00 661.72 235.00 2.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7727E+02 EXCESS= .0000E+00 OUTFLOW= .7727E+02 BASIN STORAGE= .1173E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .72 643.52 230.95 2.04 5.00 641.55 235.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7482E+02 EXCESS= .0000E+00 OUTFLOW= .7482E+02 BASIN STORAGE= .1125E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .73 623.34 231.01 1.98 5.00 621.84 235.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7237E+02 EXCESS= .0000E+00 OUTFLOW= .7237E+02 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .73 615.79 231.43 1.95 5.00 614.13 235.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7140E+02 EXCESS= .0000E+00 OUTFLOW= .7140E+02 BASIN STORAGE= .1171E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .74 609.69 230.85 1.93 5.00 607.91 235.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7071E+02 EXCESS= .0000E+00 OUTFLOW= .7071E+02 BASIN STORAGE= .1173E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .74 605.44 231.52 1.92 5.00 603.83 235.00 1.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7023E+02 EXCESS= .0000E+00 OUTFLOW= .7023E+02 BASIN STORAGE= .1167E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .74 598.63 231.10 1.90 5.00 597.84 235.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6945E+02 EXCESS= .0000E+00 OUTFLOW= .6945E+02 BASIN STORAGE= .1156E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .74 590.61 231.61 1.87 5.00 589.82 235.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6847E+02 EXCESS= .0000E+00 OUTFLOW= .6847E+02 BASIN STORAGE= .1160E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .62 788.16 230.63 2.10 5.00 785.66 230.00 2.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8986E+02 EXCESS= .0000E+00 OUTFLOW= .8986E+02 BASIN STORAGE= .1048E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .62 772.92 230.54 2.06 5.00 770.52 230.00 2.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8816E+02 EXCESS= .0000E+00 OUTFLOW= .8816E+02 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .63 748.10 230.98 2.00 5.00 746.05 230.00 2.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8532E+02 EXCESS= .0000E+00 OUTFLOW= .8532E+02 BASIN STORAGE= .9918E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .64 724.54 230.82 1.93 5.00 722.00 230.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8249E+02 EXCESS= .0000E+00 OUTFLOW= .8249E+02 BASIN STORAGE= .1031E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .64 715.82 230.69 1.90 5.00 713.06 230.00 1.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8136E+02 EXCESS= .0000E+00 OUTFLOW= .8136E+02 BASIN STORAGE= .1013E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .65 708.25 230.95 1.89 5.00 705.90 230.00 1.89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8057E+02 EXCESS= .0000E+00 OUTFLOW= .8057E+02 BASIN STORAGE= .1050E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .65 703.24 230.96 1.87 5.00 700.91 230.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8001E+02 EXCESS= .0000E+00 OUTFLOW= .8001E+02 BASIN STORAGE= .1013E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .65 695.52 230.75 1.85 5.00 692.82 230.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7910E+02 EXCESS= .0000E+00 OUTFLOW= .7910E+02 BASIN STORAGE= .9868E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .65 686.17 230.71 1.83 5.00 683.39 230.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7797E+02 EXCESS= .0000E+00 OUTFLOW= .7797E+02 BASIN STORAGE= .1000E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .61 931.32 229.82 2.04 5.00 931.17 230.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1054E+03 EXCESS= .0000E+00 OUTFLOW= .1054E+03 BASIN STORAGE= .1027E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .61 913.21 229.79 2.00 5.00 913.10 230.00 2.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1034E+03 EXCESS= .0000E+00 OUTFLOW= .1034E+03 BASIN STORAGE= .1031E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .62 883.80 229.70 1.93 5.00 883.79 230.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9996E+02 EXCESS= .0000E+00 OUTFLOW= .9996E+02 BASIN STORAGE= .1120E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .63 855.01 230.25 1.87 5.00 854.89 230.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9658E+02 EXCESS= .0000E+00 OUTFLOW= .9658E+02 BASIN STORAGE= .1113E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .63 844.17 230.16 1.84 5.00 844.00 230.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9523E+02 EXCESS= .0000E+00 OUTFLOW= .9523E+02 BASIN STORAGE= .1098E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .63 835.57 229.83 1.82 5.00 835.55 230.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9428E+02 EXCESS= .0000E+00 OUTFLOW= .9428E+02 BASIN STORAGE= .1126E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .63 829.65 229.85 1.81 5.00 829.62 230.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9361E+02 EXCESS= .0000E+00 OUTFLOW= .9361E+02 BASIN STORAGE= .1096E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .64 820.08 230.29 1.79 5.00 819.91 230.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9253E+02 EXCESS= .0000E+00 OUTFLOW= .9253E+02 BASIN STORAGE= .1127E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .64 808.72 230.29 1.76 5.00 808.50 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9118E+02 EXCESS= .0000E+00 OUTFLOW= .9118E+02 BASIN STORAGE= .1040E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 211.86 250.00 2.15 5.00 211.86 250.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2809E+02 EXCESS= .0000E+00 OUTFLOW= .2809E+02 BASIN STORAGE= .1722E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 208.12 250.00 2.11 5.00 208.12 250.00 2.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2756E+02 EXCESS= .0000E+00 OUTFLOW= .2757E+02 BASIN STORAGE= .1702E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 201.88 250.00 2.04 5.00 201.88 250.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2669E+02 EXCESS= .0000E+00 OUTFLOW= .2669E+02 BASIN STORAGE= .1669E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 195.63 250.00 1.98 5.00 195.63 250.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2582E+02 EXCESS= .0000E+00 OUTFLOW= .2582E+02 BASIN STORAGE= .1636E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 193.13 250.00 1.95 5.00 193.13 250.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2547E+02 EXCESS= .0000E+00 OUTFLOW= .2547E+02 BASIN STORAGE= .1623E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 191.38 250.00 1.93 5.00 191.38 250.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2522E+02 EXCESS= .0000E+00 OUTFLOW= .2523E+02 BASIN STORAGE= .1613E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 190.13 250.00 1.92 5.00 190.13 250.00 1.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2505E+02 EXCESS= .0000E+00 OUTFLOW= .2506E+02 BASIN STORAGE= .1607E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 188.13 250.00 1.90 5.00 188.13 250.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2477E+02 EXCESS= .0000E+00 OUTFLOW= .2478E+02 BASIN STORAGE= .1596E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 185.63 250.00 1.87 5.00 185.63 250.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2442E+02 EXCESS= .0000E+00 OUTFLOW= .2443E+02 BASIN STORAGE= .1583E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 46.25 250.00 .34 5.00 46.25 250.00 .34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6621E+01 EXCESS= .0000E+00 OUTFLOW= .6622E+01 BASIN STORAGE= .7277E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 45.38 250.00 .34 5.00 45.38 250.00 .34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6488E+01 EXCESS= .0000E+00 OUTFLOW= .6489E+01 BASIN STORAGE= .7198E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 43.93 250.00 .32 5.00 43.93 250.00 .32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6267E+01 EXCESS= .0000E+00 OUTFLOW= .6268E+01 BASIN STORAGE= .7066E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 42.49 250.00 .31 5.00 42.49 250.00 .31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6047E+01 EXCESS= .0000E+00 OUTFLOW= .6047E+01 BASIN STORAGE= .8417E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 41.91 250.00 .31 5.00 41.91 250.00 .31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5959E+01 EXCESS= .0000E+00 OUTFLOW= .5960E+01 BASIN STORAGE= .8352E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 41.50 250.00 .30 5.00 41.50 250.00 .30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5897E+01 EXCESS= .0000E+00 OUTFLOW= .5898E+01 BASIN STORAGE= .8306E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 41.21 250.00 .30 5.00 41.21 250.00 .30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5853E+01 EXCESS= .0000E+00 OUTFLOW= .5854E+01 BASIN STORAGE= .8274E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 40.75 250.00 .30 5.00 40.75 250.00 .30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5783E+01 EXCESS= .0000E+00 OUTFLOW= .5784E+01 BASIN STORAGE= .8221E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 40.17 250.00 .29 5.00 40.17 250.00 .29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5696E+01 EXCESS= .0000E+00 OUTFLOW= .5697E+01 BASIN STORAGE= .8156E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .60 1015.49 229.90 1.59 5.00 1015.30 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1177E+03 EXCESS= .0000E+00 OUTFLOW= .1177E+03 BASIN STORAGE= .1046E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .60 995.60 229.91 1.56 5.00 995.45 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1154E+03 EXCESS= .0000E+00 OUTFLOW= .1154E+03 BASIN STORAGE= .1078E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .61 963.28 229.90 1.50 5.00 963.15 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1116E+03 EXCESS= .0000E+00 OUTFLOW= .1116E+03 BASIN STORAGE= .1073E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .62 931.34 229.92 1.45 5.00 931.25 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1078E+03 EXCESS= .0000E+00 OUTFLOW= .1078E+03 BASIN STORAGE= .1084E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .62 919.10 229.88 1.43 5.00 919.01 230.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1063E+03 EXCESS= .0000E+00 OUTFLOW= .1063E+03 BASIN STORAGE= .1058E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .62 909.77 230.19 1.42 5.00 909.68 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1052E+03 EXCESS= .0000E+00 OUTFLOW= .1052E+03 BASIN STORAGE= .1073E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .63 903.22 230.22 1.41 5.00 903.15 230.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1045E+03 EXCESS= .0000E+00 OUTFLOW= .1045E+03 BASIN STORAGE= .1047E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .63 892.76 230.06 1.39 5.00 892.70 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1032E+03 EXCESS= .0000E+00 OUTFLOW= .1032E+03 BASIN STORAGE= .1087E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .63 880.08 230.10 1.37 5.00 879.98 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1017E+03 EXCESS= .0000E+00 OUTFLOW= .1017E+03 BASIN STORAGE= .1085E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .70 1075.29 226.05 1.61 5.00 1068.44 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1242E+03 EXCESS= .0000E+00 OUTFLOW= .1242E+03 BASIN STORAGE= .1282E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .71 1053.96 225.75 1.57 5.00 1047.44 225.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1218E+03 EXCESS= .0000E+00 OUTFLOW= .1218E+03 BASIN STORAGE= .1322E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .72 1018.96 225.95 1.52 5.00 1012.89 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1178E+03 EXCESS= .0000E+00 OUTFLOW= .1178E+03 BASIN STORAGE= .1274E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .73 984.06 226.21 1.47 5.00 979.44 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1138E+03 EXCESS= .0000E+00 OUTFLOW= .1138E+03 BASIN STORAGE= .1303E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .73 969.96 226.07 1.45 5.00 966.32 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1122E+03 EXCESS= .0000E+00 OUTFLOW= .1122E+03 BASIN STORAGE= .1289E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .74 960.22 226.25 1.43 5.00 956.81 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1110E+03 EXCESS= .0000E+00 OUTFLOW= .1110E+03 BASIN STORAGE= .1276E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .74 953.21 226.17 1.42 5.00 949.86 230.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1103E+03 EXCESS= .0000E+00 OUTFLOW= .1103E+03 BASIN STORAGE= .1268E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .74 942.31 226.49 1.41 5.00 938.83 230.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1090E+03 EXCESS= .0000E+00 OUTFLOW= .1090E+03 BASIN STORAGE= .1298E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .75 928.20 226.37 1.39 5.00 925.52 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1074E+03 EXCESS= .0000E+00 OUTFLOW= .1074E+03 BASIN STORAGE= .1265E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .70 1132.85 225.99 1.61 5.00 1126.76 225.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1300E+03 EXCESS= .0000E+00 OUTFLOW= .1300E+03 BASIN STORAGE= .1284E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .70 1110.92 225.68 1.58 5.00 1105.05 225.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1275E+03 EXCESS= .0000E+00 OUTFLOW= .1275E+03 BASIN STORAGE= .1346E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .71 1073.41 225.94 1.53 5.00 1067.12 225.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1232E+03 EXCESS= .0000E+00 OUTFLOW= .1232E+03 BASIN STORAGE= .1359E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .72 1036.18 226.25 1.48 5.00 1030.09 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1190E+03 EXCESS= .0000E+00 OUTFLOW= .1190E+03 BASIN STORAGE= .1350E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .73 1021.35 226.13 1.46 5.00 1014.89 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1174E+03 EXCESS= .0000E+00 OUTFLOW= .1174E+03 BASIN STORAGE= .1309E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .73 1010.89 226.32 1.44 5.00 1004.66 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1162E+03 EXCESS= .0000E+00 OUTFLOW= .1162E+03 BASIN STORAGE= .1292E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .73 1003.48 226.26 1.43 5.00 997.08 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1153E+03 EXCESS= .0000E+00 OUTFLOW= .1153E+03 BASIN STORAGE= .1278E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .74 992.63 225.80 1.42 5.00 986.19 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1140E+03 EXCESS= .0000E+00 OUTFLOW= .1140E+03 BASIN STORAGE= .1345E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .74 977.33 225.73 1.39 5.00 971.09 225.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1123E+03 EXCESS= .0000E+00 OUTFLOW= .1123E+03 BASIN STORAGE= .1279E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 3.95 110.92 237.18 1.75 5.00 110.78 235.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1491E+02 EXCESS= .0000E+00 OUTFLOW= .1491E+02 BASIN STORAGE= .7026E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 3.97 108.79 234.46 1.71 5.00 108.77 235.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1460E+02 EXCESS= .0000E+00 OUTFLOW= .1460E+02 BASIN STORAGE= .7245E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.01 104.73 236.60 1.65 5.00 104.25 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1408E+02 EXCESS= .0000E+00 OUTFLOW= .1408E+02 BASIN STORAGE= .6904E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.05 100.87 238.82 1.59 5.00 100.84 235.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1357E+02 EXCESS= .0000E+00 OUTFLOW= .1357E+02 BASIN STORAGE= .6443E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.06 99.33 235.68 1.57 5.00 98.93 235.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1336E+02 EXCESS= .0000E+00 OUTFLOW= .1336E+02 BASIN STORAGE= .6981E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.07 98.29 236.32 1.55 5.00 97.65 240.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1322E+02 EXCESS= .0000E+00 OUTFLOW= .1322E+02 BASIN STORAGE= .6489E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.08 97.42 236.78 1.54 5.00 96.81 240.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1311E+02 EXCESS= .0000E+00 OUTFLOW= .1311E+02 BASIN STORAGE= .7316E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.10 96.16 237.53 1.52 5.00 95.75 235.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1295E+02 EXCESS= .0000E+00 OUTFLOW= .1295E+02 BASIN STORAGE= .6851E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.11 94.79 238.49 1.49 5.00 94.48 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1274E+02 EXCESS= .0000E+00 OUTFLOW= .1274E+02 BASIN STORAGE= .7287E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .38 5828.81 240.45 3.69 5.00 5819.65 240.00 3.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6173E+03 EXCESS= .0000E+00 OUTFLOW= .6173E+03 BASIN STORAGE= .1379E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .39 5674.21 240.34 3.59 5.00 5664.23 240.00 3.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6022E+03 EXCESS= .0000E+00 OUTFLOW= .6022E+03 BASIN STORAGE= .1380E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .39 5407.87 240.63 3.44 5.00 5397.47 240.00 3.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5770E+03 EXCESS= .0000E+00 OUTFLOW= .5770E+03 BASIN STORAGE= .1368E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .40 5139.71 240.41 3.29 5.00 5127.48 240.00 3.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5519E+03 EXCESS= .0000E+00 OUTFLOW= .5519E+03 BASIN STORAGE= .1450E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .41 5033.55 240.38 3.24 5.00 5020.95 240.00 3.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5420E+03 EXCESS= .0000E+00 OUTFLOW= .5420E+03 BASIN STORAGE= .1474E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .41 4957.28 240.61 3.19 5.00 4943.58 240.00 3.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5350E+03 EXCESS= .0000E+00 OUTFLOW= .5350E+03 BASIN STORAGE= .1378E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .41 4905.82 240.42 3.16 5.00 4892.62 240.00 3.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5300E+03 EXCESS= .0000E+00 OUTFLOW= .5300E+03 BASIN STORAGE= .1432E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .41 4826.41 240.71 3.12 5.00 4813.69 240.00 3.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5224E+03 EXCESS= .0000E+00 OUTFLOW= .5224E+03 BASIN STORAGE= .1449E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .42 4720.93 240.36 3.06 5.00 4707.79 240.00 3.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5127E+03 EXCESS= .0000E+00 OUTFLOW= .5127E+03 BASIN STORAGE= .1467E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .41 5876.05 240.38 3.61 5.00 5866.59 240.00 3.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6300E+03 EXCESS= .0000E+00 OUTFLOW= .6300E+03 BASIN STORAGE= .1557E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .42 5719.19 240.47 3.52 5.00 5708.50 240.00 3.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6146E+03 EXCESS= .0000E+00 OUTFLOW= .6146E+03 BASIN STORAGE= .1468E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .43 5452.03 240.45 3.38 5.00 5439.56 240.00 3.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5890E+03 EXCESS= .0000E+00 OUTFLOW= .5890E+03 BASIN STORAGE= .1492E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .44 5178.54 240.62 3.23 5.00 5165.79 240.00 3.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5634E+03 EXCESS= .0000E+00 OUTFLOW= .5634E+03 BASIN STORAGE= .1514E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .44 5073.82 240.44 3.17 5.00 5060.23 240.00 3.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5533E+03 EXCESS= .0000E+00 OUTFLOW= .5533E+03 BASIN STORAGE= .1520E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .44 4994.69 240.60 3.13 5.00 4979.90 240.00 3.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5462E+03 EXCESS= .0000E+00 OUTFLOW= .5461E+03 BASIN STORAGE= .1520E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .44 4942.06 240.71 3.10 5.00 4928.83 240.00 3.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5411E+03 EXCESS= .0000E+00 OUTFLOW= .5411E+03 BASIN STORAGE= .1465E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .45 4864.97 240.49 3.06 5.00 4850.17 240.00 3.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5333E+03 EXCESS= .0000E+00 OUTFLOW= .5333E+03 BASIN STORAGE= .1518E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .45 4756.38 240.38 3.00 5.00 4742.64 240.00 3.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5234E+03 EXCESS= .0000E+00 OUTFLOW= .5234E+03 BASIN STORAGE= .1512E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.46 354.35 231.42 2.18 5.00 354.06 230.00 2.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3614E+02 EXCESS= .0000E+00 OUTFLOW= .3614E+02 BASIN STORAGE= .1767E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.47 348.00 230.09 2.14 5.00 347.96 230.00 2.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3547E+02 EXCESS= .0000E+00 OUTFLOW= .3547E+02 BASIN STORAGE= .1710E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.49 338.10 231.36 2.07 5.00 337.48 230.00 2.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3436E+02 EXCESS= .0000E+00 OUTFLOW= .3436E+02 BASIN STORAGE= .1725E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.51 328.00 231.20 2.00 5.00 327.06 230.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3324E+02 EXCESS= .0000E+00 OUTFLOW= .3325E+02 BASIN STORAGE= .1726E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.52 323.81 230.85 1.98 5.00 323.12 230.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3280E+02 EXCESS= .0000E+00 OUTFLOW= .3280E+02 BASIN STORAGE= .1800E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.52 320.42 230.15 1.96 5.00 320.36 230.00 1.96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3249E+02 EXCESS= .0000E+00 OUTFLOW= .3249E+02 BASIN STORAGE= .1773E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.53 318.75 230.74 1.95 5.00 318.26 230.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3227E+02 EXCESS= .0000E+00 OUTFLOW= .3227E+02 BASIN STORAGE= .1859E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.53 315.06 230.16 1.92 5.00 315.00 230.00 1.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3191E+02 EXCESS= .0000E+00 OUTFLOW= .3192E+02 BASIN STORAGE= .1748E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.54 311.55 231.37 1.90 5.00 310.65 230.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3147E+02 EXCESS= .0000E+00 OUTFLOW= .3147E+02 BASIN STORAGE= .1866E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .70 504.78 230.14 2.11 5.00 504.56 230.00 2.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5074E+02 EXCESS= .0000E+00 OUTFLOW= .5074E+02 BASIN STORAGE= .1013E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .70 495.92 230.37 2.07 5.00 495.50 230.00 2.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4978E+02 EXCESS= .0000E+00 OUTFLOW= .4978E+02 BASIN STORAGE= .9350E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .71 480.74 230.41 2.00 5.00 480.33 230.00 2.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4818E+02 EXCESS= .0000E+00 OUTFLOW= .4818E+02 BASIN STORAGE= .9654E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .72 465.62 230.48 1.94 5.00 465.21 230.00 1.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4659E+02 EXCESS= .0000E+00 OUTFLOW= .4659E+02 BASIN STORAGE= .1014E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .73 459.63 230.19 1.91 5.00 459.34 230.00 1.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4595E+02 EXCESS= .0000E+00 OUTFLOW= .4595E+02 BASIN STORAGE= .9554E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .73 455.59 230.29 1.89 5.00 455.22 230.00 1.89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4550E+02 EXCESS= .0000E+00 OUTFLOW= .4550E+02 BASIN STORAGE= .9327E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .73 452.47 230.17 1.88 5.00 452.20 230.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4519E+02 EXCESS= .0000E+00 OUTFLOW= .4519E+02 BASIN STORAGE= .9514E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .73 447.83 230.42 1.86 5.00 447.39 230.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4468E+02 EXCESS= .0000E+00 OUTFLOW= .4468E+02 BASIN STORAGE= .9877E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .74 441.52 230.24 1.83 5.00 441.20 230.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4404E+02 EXCESS= .0000E+00 OUTFLOW= .4404E+02 BASIN STORAGE= .1010E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFLAM MANE 1.00 113.09 241.00 -1.00 5.00 112.66 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE 1.00 107.10 241.00 -1.00 5.00 106.54 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE 1.00 97.03 241.00 -1.00 5.00 96.29 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE 1.00 86.98 242.00 -1.00 5.00 85.95 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE 1.00 83.06 242.00 -1.00 5.00 82.09 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE 1.00 80.26 242.00 -1.00 5.00 79.23 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE .75 78.19 241.50 -1.00 5.00 76.87 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE .75 74.94 241.50 -1.00 5.00 73.52 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE .75 70.98 242.25 -1.00 5.00 69.31 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .47 1148.55 235.35 2.02 5.00 1144.88 235.00 2.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1155E+03 EXCESS= .0000E+00 OUTFLOW= .1155E+03 BASIN STORAGE= .8915E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .47 1121.18 235.67 1.98 5.00 1118.39 235.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1130E+03 EXCESS= .0000E+00 OUTFLOW= .1130E+03 BASIN STORAGE= .8877E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .48 1076.61 235.23 1.90 5.00 1074.30 235.00 1.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1089E+03 EXCESS= .0000E+00 OUTFLOW= .1089E+03 BASIN STORAGE= .8657E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .49 1034.73 235.63 1.83 5.00 1032.56 235.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1049E+03 EXCESS= .0000E+00 OUTFLOW= .1049E+03 BASIN STORAGE= .8676E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .49 1027.25 235.37 1.81 5.00 1024.28 235.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1033E+03 EXCESS= .0000E+00 OUTFLOW= .1033E+03 BASIN STORAGE= .8589E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .49 1011.62 235.35 1.79 5.00 1009.06 235.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1022E+03 EXCESS= .0000E+00 OUTFLOW= .1022E+03 BASIN STORAGE= .8923E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .49 993.30 235.60 1.77 5.00 991.62 235.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1013E+03 EXCESS= .0000E+00 OUTFLOW= .1013E+03 BASIN STORAGE= .8653E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .50 970.86 235.32 1.75 5.00 969.52 235.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9995E+02 EXCESS= .0000E+00 OUTFLOW= .9995E+02 BASIN STORAGE= .8942E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .51 935.66 235.36 1.72 5.00 935.36 235.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9822E+02 EXCESS= .0000E+00 OUTFLOW= .9822E+02 BASIN STORAGE= .8927E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.06 1223.07 236.25 1.99 5.00 1219.10 235.00 1.99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1258E+03 EXCESS= .0000E+00 OUTFLOW= .1258E+03 BASIN STORAGE= .2020E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.07 1194.52 236.31 1.95 5.00 1191.17 235.00 1.95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1231E+03 EXCESS= .0000E+00 OUTFLOW= .1231E+03 BASIN STORAGE= .2192E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.09 1149.43 235.76 1.88 5.00 1145.49 235.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1187E+03 EXCESS= .0000E+00 OUTFLOW= .1187E+03 BASIN STORAGE= .2040E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.10 1105.36 236.18 1.81 5.00 1102.79 235.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+03 EXCESS= .0000E+00 OUTFLOW= .1143E+03 BASIN STORAGE= .2235E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.11 1095.79 235.88 1.78 5.00 1092.00 235.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1126E+03 EXCESS= .0000E+00 OUTFLOW= .1126E+03 BASIN STORAGE= .2064E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.11 1080.29 236.15 1.76 5.00 1077.59 235.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1113E+03 EXCESS= .0000E+00 OUTFLOW= .1113E+03 BASIN STORAGE= .2184E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.12 1062.04 235.49 1.75 5.00 1060.61 235.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1104E+03 EXCESS= .0000E+00 OUTFLOW= .1104E+03 BASIN STORAGE= .2185E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.13 1040.33 235.29 1.72 5.00 1039.83 235.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1089E+03 EXCESS= .0000E+00 OUTFLOW= .1089E+03 BASIN STORAGE= .2206E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.14 1014.17 232.15 1.69 5.00 1008.46 235.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1070E+03 EXCESS= .0000E+00 OUTFLOW= .1070E+03 BASIN STORAGE= .2247E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.10 1302.75 235.61 1.97 5.00 1301.94 235.00 1.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1404E+03 EXCESS= .0000E+00 OUTFLOW= .1404E+03 BASIN STORAGE= .2154E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.11 1273.40 235.56 1.93 5.00 1272.75 235.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1374E+03 EXCESS= .0000E+00 OUTFLOW= .1374E+03 BASIN STORAGE= .2340E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.12 1225.92 234.74 1.86 5.00 1225.74 235.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1324E+03 EXCESS= .0000E+00 OUTFLOW= .1324E+03 BASIN STORAGE= .2346E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.14 1181.72 234.88 1.79 5.00 1181.51 235.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1275E+03 EXCESS= .0000E+00 OUTFLOW= .1275E+03 BASIN STORAGE= .2324E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.14 1168.52 234.69 1.76 5.00 1168.29 235.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1256E+03 EXCESS= .0000E+00 OUTFLOW= .1256E+03 BASIN STORAGE= .2123E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.15 1154.42 234.77 1.74 5.00 1154.05 235.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1242E+03 EXCESS= .0000E+00 OUTFLOW= .1242E+03 BASIN STORAGE= .2319E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.16 1140.81 231.35 1.73 5.00 1138.46 235.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1232E+03 EXCESS= .0000E+00 OUTFLOW= .1232E+03 BASIN STORAGE= .2210E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.16 1126.81 231.28 1.70 5.00 1122.86 230.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1215E+03 EXCESS= .0000E+00 OUTFLOW= .1215E+03 BASIN STORAGE= .2178E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.17 1108.46 231.47 1.68 5.00 1105.72 230.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1195E+03 EXCESS= .0000E+00 OUTFLOW= .1195E+03 BASIN STORAGE= .2331E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .58 1575.39 230.89 1.93 5.00 1574.07 235.00 1.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1682E+03 EXCESS= .0000E+00 OUTFLOW= .1682E+03 BASIN STORAGE= .1278E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .59 1542.54 231.08 1.89 5.00 1539.09 235.00 1.89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1646E+03 EXCESS= .0000E+00 OUTFLOW= .1646E+03 BASIN STORAGE= .1255E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .59 1489.83 230.73 1.82 5.00 1486.38 230.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1586E+03 EXCESS= .0000E+00 OUTFLOW= .1586E+03 BASIN STORAGE= .1300E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .60 1438.71 230.94 1.76 5.00 1435.31 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1527E+03 EXCESS= .0000E+00 OUTFLOW= .1527E+03 BASIN STORAGE= .1257E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .61 1418.75 231.04 1.73 5.00 1415.07 230.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1504E+03 EXCESS= .0000E+00 OUTFLOW= .1504E+03 BASIN STORAGE= .1215E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .61 1404.62 230.74 1.71 5.00 1401.11 230.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1488E+03 EXCESS= .0000E+00 OUTFLOW= .1488E+03 BASIN STORAGE= .1259E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .61 1393.60 230.82 1.70 5.00 1390.42 230.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1475E+03 EXCESS= .0000E+00 OUTFLOW= .1475E+03 BASIN STORAGE= .1334E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .61 1377.34 230.67 1.67 5.00 1374.54 230.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1456E+03 EXCESS= .0000E+00 OUTFLOW= .1456E+03 BASIN STORAGE= .1222E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .62 1354.75 230.86 1.65 5.00 1352.98 230.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1431E+03 EXCESS= .0000E+00 OUTFLOW= .1431E+03 BASIN STORAGE= .1330E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.46 1847.76 234.11 1.85 5.00 1840.84 235.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1938E+03 EXCESS= .0000E+00 OUTFLOW= .1939E+03 BASIN STORAGE= .6208E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.49 1807.16 233.63 1.81 5.00 1800.05 235.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1897E+03 EXCESS= .0000E+00 OUTFLOW= .1897E+03 BASIN STORAGE= .5776E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.52 1743.35 234.44 1.74 5.00 1738.08 235.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1827E+03 EXCESS= .0000E+00 OUTFLOW= .1827E+03 BASIN STORAGE= .5940E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.56 1680.08 232.73 1.68 5.00 1678.93 235.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1758E+03 EXCESS= .0000E+00 OUTFLOW= .1758E+03 BASIN STORAGE= .6004E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.57 1657.02 234.09 1.65 5.00 1650.96 235.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1730E+03 EXCESS= .0000E+00 OUTFLOW= .1730E+03 BASIN STORAGE= .5849E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.58 1640.08 232.47 1.63 5.00 1639.72 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1712E+03 EXCESS= .0000E+00 OUTFLOW= .1712E+03 BASIN STORAGE= .6055E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.59 1624.52 233.20 1.62 5.00 1618.42 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1697E+03 EXCESS= .0000E+00 OUTFLOW= .1697E+03 BASIN STORAGE= .6552E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.60 1605.63 231.71 1.60 5.00 1595.21 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1674E+03 EXCESS= .0000E+00 OUTFLOW= .1674E+03 BASIN STORAGE= .7007E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.62 1578.20 230.59 1.57 5.00 1570.03 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1646E+03 EXCESS= .0000E+00 OUTFLOW= .1646E+03 BASIN STORAGE= .6305E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 244.10 250.00 1.75 5.00 244.10 250.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2770E+02 EXCESS= .0000E+00 OUTFLOW= .2772E+02 BASIN STORAGE= .3760E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 239.06 250.00 1.71 5.00 239.06 250.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2711E+02 EXCESS= .0000E+00 OUTFLOW= .2712E+02 BASIN STORAGE= .3719E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 230.66 250.00 1.65 5.00 230.66 250.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2612E+02 EXCESS= .0000E+00 OUTFLOW= .2613E+02 BASIN STORAGE= .3649E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 222.26 250.00 1.59 5.00 222.26 250.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2513E+02 EXCESS= .0000E+00 OUTFLOW= .2515E+02 BASIN STORAGE= .3578E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 218.90 250.00 1.56 5.00 218.90 250.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2474E+02 EXCESS= .0000E+00 OUTFLOW= .2475E+02 BASIN STORAGE= .3549E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 216.55 250.00 1.55 5.00 216.55 250.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2446E+02 EXCESS= .0000E+00 OUTFLOW= .2448E+02 BASIN STORAGE= .3529E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 214.87 250.00 1.53 5.00 214.87 250.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2427E+02 EXCESS= .0000E+00 OUTFLOW= .2428E+02 BASIN STORAGE= .3515E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 212.19 250.00 1.51 5.00 212.19 250.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2396E+02 EXCESS= .0000E+00 OUTFLOW= .2397E+02 BASIN STORAGE= .3369E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 208.83 250.00 1.49 5.00 208.83 250.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2357E+02 EXCESS= .0000E+00 OUTFLOW= .2358E+02 BASIN STORAGE= .3267E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE .95 2218.15 235.68 1.81 5.00 2215.90 235.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2429E+03 EXCESS= .0000E+00 OUTFLOW= .2429E+03 BASIN STORAGE= .2434E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE .96 2168.83 235.91 1.77 5.00 2167.05 235.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2377E+03 EXCESS= .0000E+00 OUTFLOW= .2377E+03 BASIN STORAGE= .2334E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE .97 2091.28 235.44 1.71 5.00 2089.34 235.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2289E+03 EXCESS= .0000E+00 OUTFLOW= .2289E+03 BASIN STORAGE= .2481E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE .99 2017.90 235.89 1.64 5.00 2016.43 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2204E+03 EXCESS= .0000E+00 OUTFLOW= .2204E+03 BASIN STORAGE= .2435E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE .99 1983.32 235.51 1.61 5.00 1981.09 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2167E+03 EXCESS= .0000E+00 OUTFLOW= .2167E+03 BASIN STORAGE= .2463E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.00 1967.40 235.24 1.60 5.00 1966.03 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+03 EXCESS= .0000E+00 OUTFLOW= .2146E+03 BASIN STORAGE= .2285E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.00 1943.86 235.41 1.58 5.00 1942.25 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2125E+03 EXCESS= .0000E+00 OUTFLOW= .2125E+03 BASIN STORAGE= .2323E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.01 1916.33 235.77 1.56 5.00 1914.73 235.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2097E+03 EXCESS= .0000E+00 OUTFLOW= .2097E+03 BASIN STORAGE= .2420E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.02 1880.30 235.54 1.54 5.00 1879.40 235.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2061E+03 EXCESS= .0000E+00 OUTFLOW= .2061E+03 BASIN STORAGE= .2293E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.03 2384.96 235.91 1.77 5.00 2382.62 235.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2599E+03 EXCESS= .0000E+00 OUTFLOW= .2599E+03 BASIN STORAGE= .2629E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.03 2332.16 235.97 1.73 5.00 2329.70 235.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2543E+03 EXCESS= .0000E+00 OUTFLOW= .2543E+03 BASIN STORAGE= .2723E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.05 2246.22 235.27 1.67 5.00 2244.53 235.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2448E+03 EXCESS= .0000E+00 OUTFLOW= .2448E+03 BASIN STORAGE= .2737E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.07 2167.15 235.49 1.61 5.00 2164.85 235.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2356E+03 EXCESS= .0000E+00 OUTFLOW= .2356E+03 BASIN STORAGE= .2810E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.07 2130.32 236.08 1.58 5.00 2127.55 235.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2316E+03 EXCESS= .0000E+00 OUTFLOW= .2316E+03 BASIN STORAGE= .2587E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.08 2112.53 235.76 1.56 5.00 2109.36 235.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2293E+03 EXCESS= .0000E+00 OUTFLOW= .2293E+03 BASIN STORAGE= .2725E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.08 2087.69 235.81 1.55 5.00 2085.11 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2271E+03 EXCESS= .0000E+00 OUTFLOW= .2271E+03 BASIN STORAGE= .2550E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.09 2058.58 236.07 1.53 5.00 2056.50 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2241E+03 EXCESS= .0000E+00 OUTFLOW= .2241E+03 BASIN STORAGE= .2776E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.10 2019.99 235.64 1.50 5.00 2018.27 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2202E+03 EXCESS= .0000E+00 OUTFLOW= .2202E+03 BASIN STORAGE= .2744E-02 PERCENT ERROR= .0
*** NORMAL END OF HEC-1 ***