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 12:52:43 * * (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 = STL4.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 = SW4.DAT
11 ID INPUT FILE DATE = MAY 2008
12 ID DESIGN STORM = 100-YEAR 6-HR STORM
13 ID STORM DISTRIBUTION = SDN #4
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 8-9 0.875
36 ID 9-10 0.865
37 ID 10-11 0.857
38 ID 11-12 0.85
39 ID
40 IT 5 0 0 300
41 IO 5 0 0
42 IN 5 0 0
43 JR PREC 0.875 0.865 0.857 0.85
*
44 KK FW01
45 BA 0.325
46 PB 2.77
47 PC 0.000 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151
48 PC 0.155 0.156 0.159 0.162 0.169 0.172 0.179 0.189 0.201 0.211
49 PC 0.220 0.228 0.232 0.240 0.246 0.252 0.260 0.269 0.276 0.283
50 PC 0.286 0.292 0.302 0.312 0.321 0.332 0.352 0.376 0.415 0.462
51 PC 0.530 0.610 0.710 0.732 0.756 0.782 0.799 0.813 0.823 0.830
1 HEC-1 INPUT PAGE 2
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
52 PC 0.835 0.844 0.851 0.864 0.885 0.908 0.924 0.944 0.968 0.973
53 PC 0.978 0.982 0.984 0.986 0.988 0.991 0.992 0.993 0.994 0.997
54 PC 0.998 0.999 1.000
55 LS 0 77.2
56 UD 0.367
*
57 KK RFW1
58 KM ROUTE FW01 TO CFW2
59 KM TWAIN
60 RD 2700 0.0081 0.016 0 TRAP 0 50
*
61 KK FW02
62 BA 0.240
63 PB 2.77
64 LS 0 80.5
65 UD 0.367
*
66 KK CFW2
67 KM COMBINE RFW1 AND FW02
68 KM TWAIN AND JONES
69 HC 2
*
70 KK RCFW2
71 KM ROUTE CFW2 TO CFW3
72 KM TWAIN
73 RD 2500 0.0072 0.016 0 TRAP 0 50
*
74 KK FW03
75 BA 0.255
76 PB 2.77
77 LS 0 90.6
78 UD 0.367
*
79 KK CFW3
80 KM COMBINE RCFW2 AND FW03
81 KM TWAIN AND LINDELL
82 HC 2
*
83 KK RCFW3
84 KM ROUTE CFW3 TO CFW5
85 KM FACILITY = VALLEY VIEW DRAIN
86 KM FACILITY # = FWVV 0050
87 KM LINING = RCB
88 RD 7785 0.015 0.015 0 TRAP 8 0
*
1 HEC-1 INPUT PAGE 3
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
89 KK FW5
90 BA 0.523
91 PB 2.77
92 LS 0 90.9
93 UD 0.515
*
94 KK CFW5
95 KM COMBINE RCFW3 AND FW5
96 KM TWAIN AND VALLEY VIEW
97 HC 2
*
98 KK DFW5
99 KM OPPOSITE OF DFW11 (SEE FLAMINGO-TROPICANA WATERSHED)
100 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)
101 KM CAPACITY = 210 CFS
102 DT DFW11
103 DI 0 210 1000 5000
104 DQ 0 210 210 210
*
105 KK RDFW5
106 KM ROUTE DFW5 TO CR4C1
107 KM FACILITY = VALLEY VIEW DRAIN
108 KM FACILITY # = FWVV 0025
109 KM LINING = RCB
110 RD 1200 0.003 0.015 0 TRAP 10 0
*
111 KK CE2EA-C
112 BA 0.126
113 PB 2.77
114 LS 0 86.8
115 UD 0.428
*
116 KK RCE2EA
117 KM ROUTE CE2EA TO CR4C1
118 KM SPRING MOUNTAIN ROAD
119 RD 7600 0.01 0.016 0 TRAP 0 50
*
120 KK R4C1
121 BA 0.272
122 PB 2.77
123 LS 0 93.4
124 UD 0.419
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
125 KK CR4C1
126 KM COMBINE R4C1, RDFW5, AND RCE2EA
127 KM SPRING MOUNTAIN AND VALLEY VIEW
128 HC 3
*
129 KK RCR4C1
130 KM ROUTE CR4C1 TO CCE3FA
131 KM FACILITY = VALLEY VIEW DRAIN
132 KM FACILITY # = FWVV 0000, 0025
133 KM LINING = RCB
134 RD 2285 0.003 0.015 0 TRAP 10 0
*
135 KK CE2EC
136 BA 0.264
137 PB 2.77
138 LS 0 83.1
139 UD 0.308
*
140 KK RCE2EC
141 KM ROUTE CE2EC TO CCE2ED-C
142 KM DESERT INN
143 RD 5000 0.0144 0.016 0 TRAP 0 50
*
144 KK CE2ED-C
145 BA 0.313
146 PB 2.77
147 LS 0 91.7
148 UD 0.401
*
149 KKCCE2ED-C
150 KM COMBINE RCE2EC AND CE2ED-C
151 KM DESERT INN AND DECATUR
152 HC 2
*
153 KK DCCE2ED
154 KM FLOW SPLIT TO CPS03
155 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY
156 KM REMAINING FLOW FLOWS EAST ON DESERT INN
157 KM DIDN FROM CITY WIDE
158 DT DCPS03
159 DI 0 1 100 200 300 390
160 DQ 0 0 60 120 172 210
*
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
161 KKRDCCE2ED
162 KM ROUTE DCCE2ED TO CE3FA
163 KM DESERT INN
164 RD 5100 0.0137 0.016 0 TRAP 0 50
*
165 KK CE3FA
166 BA 0.357
167 PB 2.77
168 LS 0 93.7
169 UD 0.412
*
170 KK CCE3FA
171 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA
172 KM DESERT INN AND VALLEY VIEW
173 HC 3
*
174 KK RCCE3FA
175 KM ROUTE CCE3FA TO CCPS06
176 KM FACILITY = VALLEY VIEW DRAIN
177 KM FACILITY # = FWVV 0000
178 KM LINING = RCB
179 RD 500 0.003 0.015 0 TRAP 12 0
*
180 KK PS01-C
181 BA 0.407
182 PB 2.77
183 LS 0 85.4
184 UD 0.364
*
185 KK RPS01-C
186 KM ROUTE PS01-C TO CPS03
187 KM FACILITY = PALMYRA/SIRIUS DRAIN
188 KM FACILITY # = FWPS 0157
189 KM LINING = RCP
190 RD 2600 0.0115 0.013 0 CIRC 8
*
191 KK PS03
192 BA 0.193
193 PB 2.77
194 LS 0 90.4
195 UD 0.226
*
1 HEC-1 INPUT PAGE 6
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
196 KK CPS03
197 KM COMBINE RPS01-C AND PS03
198 KM DECATUR AND PALMYRA
199 HC 2
*
200 KK ED01
201 BA 0.254
202 PB 2.77
203 LS 0 85.9
204 UD 0.379
*
205 KK RED01
206 KM ROUTE ED01 TO CED02
207 KM EDNA AVENUE
208 RD 5100 0.0139 0.016 0 TRAP 0 50
*
209 KK ED02
210 BA 0.312
211 PB 2.77
212 LS 0 88.7
213 UD 0.407
*
214 KK ED11
215 BA 0.242
216 PB 2.77
217 LS 0 85.3
218 UD 0.370
*
219 KK ED12
220 BA 0.198
221 PB 2.77
222 LS 0 90.5
223 UD 0.337
*
224 KK CED12
225 KM COMBINE ED11 AND ED12
226 KM JONES AND ELDORA
227 HC 2
*
228 KK RCED12
229 KM ROUTE CED12 TO CED13
230 KM ELDORA STREET
231 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
232 KK ED13
233 BA 0.208
234 PB 2.77
235 LS 0 91.8
236 UD 0.382
*
237 KK CED13
238 KM COMBINE RCED12 AND ED13
239 KM DECATUR AND ELDORA
240 HC 2
*
241 KK RCED13
242 KM ROUTE CED13 TO CED02
243 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL
244 KM FACILITY # = PSDE 0025
245 KM LINING = RCB
246 RD 1320 0.0025 0.015 0 TRAP 10 0
*
247 KK CED02
248 KM COMBINE RED01, ED02, AND RCED13
249 KM DECATUR AND EDNA
250 HC 3
*
251 KK RCED02
252 KM ROUTE CED02 TO CPS03
253 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL
254 KM FACILITY # = PSDE 0000
255 KM LINING = RCB
256 RD 1330 0.0038 0.015 0 TRAP 12 0
*
257 KK DCPS03
258 KM RETRIEVE DPS03
259 DR DCPS03
*
260 KK RDPS03
261 KM ROUTE DCPS03 TO CPS03
262 KM DECATUR
263 RD 1200 0.0033 0.016 0 TRAP 0 50
*
264 KK CCPS03
265 KM COMBINE CPS03, RDPS03 AND RCED02
266 KM DECATUR AND PALMYRA
267 HC 3
*
1 HEC-1 INPUT PAGE 8
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
268 KK RCCPS03
269 KM ROUTE CCPS03 TO CPS06
270 KM FACILITY = PALMYRA/SIRIUS DRAIN
271 KM FACILITY # = FWPS 0057
272 KM LINING = RCP
273 RD 5280 0.0128 0.015 0 TRAP 10 0
*
274 KK PS06-C
275 BA 0.387
276 PB 2.77
277 LS 0 91.5
278 UD 0.317
*
279 KK CPS06
280 KM COMBINE RCPS03 AND PS06-C
281 KM VALLEY VIEW AND SIRIUS
282 HC 2
*
283 KK CCPS06
284 KM COMBINE CPS06 AND RCCE3FA
285 KM VALLEY VIEW AND SIRIUS
286 HC 2
*
287 KK RCCPS06
288 KM ROUTE CCPS06 TO CRCPS06
289 KM FACILITY = PALMYRA/SIRIUS DRAIN
290 KM FACILITY # = FWPS 0000
291 KM LINING = RCB
292 RD 3000 0.015 0.015 0 TRAP 12 0
*
293 KK FW09
294 BA 0.255
295 PB 2.77
296 LS 0 94.0
297 UD 0.399
*
298 KK DSPM
299 KM DIVERT FLOW TO SPRING MTN./I-15 INTERCHANGE DETENTION BASIN
300 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999
301 DT DSM
302 DI 0 50 100 200 300 400 1000 2000
303 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
304 KK RDSPM
305 KM ROUTE DSPM TO CCE3FD-C
306 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999
307 KM LINING = RCP
308 RD 1390 0.0046 0.015 0 CIRC 5
*
309 KK CE3FD-C
310 BA 0.281
311 PB 2.77
312 LS 0 94.0
313 UD 0.431
*
314 KKCCE3FD-C
315 KM COMBINE RDSPM AND CE3FD-C
316 KM FREEWAY CHANNEL AND DESERT INN
317 HC 2
*
318 KK RCCE3FD
319 KM ROUTE CCE3FD-C TO CRCPS06
320 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
321 KM FACILITY # = FW15 0301
322 KM LINING = CONCRETE
323 RD 1300 0.0042 0.015 0 TRAP 12 2
*
324 KK CRCPS06
325 KM COMBINE RCCCE3FD AND RCCPS06
326 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA
327 HC 2
*
328 KKRCRCPS06
329 KM ROUTE CRCPS06 TO CPS08
330 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
331 KM FACILITY # = FW15 0271
332 KM LINING = RCB
333 RD 1520 0.0059 0.015 0 TRAP 24 0
*
334 KK PS08
335 BA 0.179
336 PB 2.77
337 LS 0 92.3
338 UD 0.238
*
1 HEC-1 INPUT PAGE 10
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
339 KK CPS08
340 KM COMBINE RCRCPS06 AND PS08
341 KM FREEWAY CHANNEL AND SUBBASIN PS08
342 HC 2
*
343 KK ED05-C
344 BA 0.441
345 PB 2.77
346 LS 0 91.3
347 UD 0.495
*
348 KK RED05-C
349 KM ROUTE ED05-C TO CCPS08
350 KM EDNA AVENUE
351 RD 1900 0.0158 0.016 0 TRAP 0 50
*
352 KK CCPS08
353 KM COMBINE CPS08 AND RED05-C
354 KM EDNA AND FREEWAY CHANNEL
355 HC 2
*
356 KK RCCPS08
357 KM ROUTE CCPS08 TO CED10-C
358 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
359 KM FACILITY # = FW15 0242
360 KM LINING = RCB
361 RD 1500 0.0093 0.015 0 TRAP 24 0
*
362 KK ED10-C
363 BA 0.217
364 PB 2.77
365 LS 0 90.8
366 UD 0.293
*
367 KK CED10-C
368 KM COMBINE RCCPS08 AND ED10-C
369 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C
370 HC 2
*
371 KKRCED10-C
372 KM ROUTE CED10-C TO CSA08
373 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
374 KM FACILITY # = FW15 0214
375 KM LINING = RCB
376 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
377 KK SA06-C
378 BA 0.203
379 PB 2.77
380 LS 0 93.7
381 UD 0.384
*
382 KK RSA06-C
383 KM ROUTE SA06-C TO CSA08
384 KM FACILITY = FREEWAY CHANNEL SAHARA
385 KM FACILITY # = FWSA 0000
386 KM LINING = RCB
387 RD 5700 0.0149 0.015 0 TRAP 7 0
*
388 KK SA08
389 BA 0.218
390 PB 2.77
391 LS 0 94.0
392 UD 0.265
*
393 KK CSA08
394 KM COMBINE RSA06-C AND SA08
395 KM FREEWAY CHANNEL AND SAHARA AVENUE
396 HC 2
*
397 KK CCSA08
398 KM COMBINE RCED10-C AND CSA08
399 KM FREEWAY CHANNEL AND SAHARA AVENUE
400 HC 2
*
401 KK DCCSA08
402 KM DIVERT OUT ALL FLOW EXCEEDING 1450 CFS TO REDUCE FLOWS @ CHARLESTON
403 KM SPLIT 50/50
404 KM FLOW DIVERTED TO PROPOSED SAHARA FACILITY
405 DT DSAHARA
406 DI 0 1000 2000 2900 6000
407 DQ 0 500 1000 1450 4550
*
408 KK RCCSA08
409 KM ROUTE CCSA08 TO COK11-C
410 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
411 KM FACILITY # = FW15 0125,0150,0175
412 KM LINING = RCB
413 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
414 KK CH14-C
415 BA 0.168
416 PB 2.77
417 LS 0 91.6
418 UD 0.432
*
419 KK RCH14-C
420 KM ROUTE CH14-C TO COK09-C
421 KM OAKEY
422 RD 2225 0.022 0.016 0 TRAP 0 50
*
423 KK OK09-C
424 BA 0.377
425 PB 2.77
426 LS 0 91.8
427 UD 0.606
*
428 KK COK09-C
429 KM COMBINE RCH14-C AND OK09-C
430 KM OAKEY AND CAMPBELL
431 HC 2
*
432 KKRCOK09-C
433 KM ROUTE COK09-C TO COK10
434 KM FACILITY = OAKEY DRAIN
435 KM FACILITY # = FWOK 0040, 0060, 0076
436 KM LINING = RCB
437 RD 2300 0.015 0.015 0 TRAP 5 0
*
438 KK OK10
439 BA 0.307
440 PB 2.77
441 LS 0 90.7
442 UD 0.379
*
443 KK COK10
444 KM COMBINE RCOK09-C AND OK10
445 KM OAKEY AND VILLA DE CONDE
446 HC 2
*
447 KK RCOK10
448 KM ROUTE COK10 TO 1COK11C
449 KM FACILITY = OAKEY DRAIN
450 KM FACILITY # = FWOK 0000, 0020, 0040
451 KM LINING = RCB
452 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
453 KK OK11-C
454 BA 0.308
455 PB 2.77
456 LS 0 90.2
457 UD 0.528
*
458 KK 1COK11C
459 KM COMBINE RCOK10, AND OK11-C
460 KM OAKEY DRAIN @ FREEWAY CHANNEL
461 HC 2
*
462 KK COK11C
463 KM COMBINE RCCSA08 AND 1COK11C
464 KM FREEWAY CHANNEL AND OAKEY
465 HC 2
*
466 KK RCOK11C
467 KM ROUTE COK11C TO CCWAL2
468 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
469 KM FACILITY # = FW15 0100
470 KM LINING = RCB
471 RD 1575 0.0017 0.015 0 TRAP 36 0
*
472 KK WAL1
473 BA 0.209
474 PB 2.77
475 LS 0 88.7
476 UD 0.316
*
477 KK RWAL1
478 KM ROUTE WAL1 TO CWAL2
479 KM WALDMAN
480 RD 3100 0.0081 0.016 0 TRAP 0 50
*
481 KK WAL2
482 BA 0.245
483 PB 2.77
484 LS 0 86.1
485 UD 0.367
*
486 KK CWAL2
487 KM COMBINE RWAL1 AND WAL2
488 HC 2
*
1 HEC-1 INPUT PAGE 14
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
489 KK CCWAL2
490 KM COMBINE RCOK11C AND CWAL2
491 KM FREEWAY CHANNEL AND WALDMAN
492 HC 2
*
493 KK RCCWAL2
494 KM ROUTE CCWAL2 TO CCCH22
495 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
496 KM FACILITY # = FW15 0089, 0050
497 KM LINING = RCB
498 RD 1850 0.0017 0.015 0 TRAP 36 0
*
499 KK CH15-C
500 BA 0.237
501 PB 2.77
502 LS 0 91.3
503 UD 0.332
*
504 KK RCH15-C
505 KM ROUTE CH15-C TO CCH18-C
506 KM CHARLESTON
507 RD 3900 0.0103 0.016 0 TRAP 0 50
*
508 KK CH18-C
509 BA 0.290
510 PB 2.774
511 LS 0 90.1
512 UD 0.327
*
513 KK CCH18-C
514 KM COMBINE RCH15-C AND CH18-C
515 KM RANCHO DR AND CHARLESTON
516 HC 2
*
517 KKRCCH18-C
518 KM ROUTE CCH18-C TO CCCH18-C
519 KM FACILITY = WEST CHARLESTON DRAINS
520 KM FACILITY # = FWCH 0044, 0047
521 KM LINING = RCB
522 RD 850 0.0205 0.015 0 TRAP 7 0
*
523 KK AL92
524 BA 0.429
525 PB 2.77
526 LS 0 83.9
527 UD 0.489
*
1 HEC-1 INPUT PAGE 15
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
528 KK DAL92
529 KM FLOW SPLIT TO AL93
530 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO
531 KM FROM PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PB, 1999)
532 DT DAL93
533 DI 0 310 1000
534 DQ 0 120 390
*
535 KK RDAL92
536 KM ROUTE DAL92 TO CAL95
537 KM RANCHO
538 RD 1300 0.0015 0.016 0 TRAP 0 50
*
539 KK AL95-C
540 BA 0.192
541 PB 2.77
542 LS 0 84.7
543 UD 0.313
*
544 KK CAL95
545 KM COMBINE RDAL92 AND AL95-C
546 KM RANCHO AND PALOMINO
547 HC 2
*
548 KKRCAL95-C
549 KM ROUTE CAL95 TO CCCH18-C
550 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO
551 KM FACILITY # = CHRA 0000, 0006, 0014
552 KM LINING = RCB
553 RD 1326 0.015 0.015 0 TRAP 5 0
*
554 KKCCCH18-C
555 KM COMBINE RCAL95-C AND RCCH18-C
556 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS
557 HC 2
*
558 KKRCCCH18C
559 KM ROUTE CCCH18-C TO CCH22
560 KM FACILITY = WEST CHARLESTON DRAINS
561 KM FACILITY # = FWCH 0000, 0020, 0036
562 KM LINING = RCP
563 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
564 KK CH22-C
565 BA 0.230
566 PB 2.77
567 LS 0 94.7
568 UD 0.422
*
569 KK CCH22
570 KM COMBINE RCCCH18C AND CH22-C
571 KM I15 AND CHARLESTON
572 HC 2
*
573 KK CCCH22
574 KM COMBINE CCH50 AND CCH22
575 KM FREEWAY CHANNEL AND CHARLESTON
576 HC 2
*
577 KK RCCCH22
578 KM ROUTE CCCH22 TO CAL96
579 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
580 KM FACILITY # = FW15 0010, 0038
581 KM LINING = RCB
582 RD 2622 0.0017 0.015 0 TRAP 36 0
*
583 KK AL96-C
584 BA 0.181
585 PB 2.77
586 LS 0 94.6
587 UD 0.350
*
588 KK CAL96
589 KM COMBINE RCCH22 AND AL96-C
590 KM FREEWAY CHANNEL AND ALTA
591 HC 2
*
592 KK RCAL96
593 KM ROUTE CAL96 TO CAL93
594 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
595 KM FACILITY # = FW15 0000
596 KM LINING = RCB
597 RD 2170 0.0017 0.015 0 TRAP 36 0
*
598 KK DAL93
599 KM RETRIEVE DAL93
600 DR DAL93
*
1 HEC-1 INPUT PAGE 17
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
601 KK RDAL93
602 KM ROUTE DAL93 TO CAL93
603 KM ALTA
604 RD 5500 0.0046 0.016 0 TRAP 0 50
*
605 KK AL93-C
606 BA 0.524
607 PB 2.77
608 LS 0 91.0
609 UD 0.367
*
610 KK CAL93
611 KM COMBINE RCAL96, RDAL93, AND AL93-C
612 KM COMBINATION WITH LAS VEGAS CREEK
613 HC 3
*
614 KK 1-GOLF
615 BA 0.362
616 PB 2.83
617 LS 0 86.6
618 UD 0.323
*
619 KK R1-GOLF
620 KM ROUTE 1-GOLF TO C2a-OAK
621 KM VIA OLIVERO
622 RD 2600 0.0269 0.016 0 TRAP 0 50
*
623 KK2a-OAK-C
624 BA 0.314
625 PB 2.77
626 LS 0 87.7
627 UD 0.313
*
628 KK C2a-OAK
629 KM COMBINE R1-GOLFC AND 2a-OAK-C
630 KM BUFFALO AND VIA OLIVERO
631 HC 2
*
632 KKRC2a-OAK
633 KM ROUTE C2a-OAK TO C3-ELP-C
634 KM VIA OLIVERO
635 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
636 KK 3-ELP-C
637 BA 0.209
638 PB 2.77
639 LS 0 90.2
640 UD 0.253
*
641 KKC3-ELP-C
642 KM COMBINE RC2a-OAK AND 3-ELP-C
643 KM VIA OLIVERO AND MECH 0400
644 HC 2
*
645 KKRC3-ELPC
646 KM ROUTE RC3-ELPC TO C3a-OAKC
647 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
648 KM FACILITY # = MECH 0400
649 KM LINING = RCB
650 RD 1300 0.0143 0.015 0 TRAP 10 0
*
651 KK3a-OAK-C
652 BA 0.432
653 PB 2.77
654 LS 0 85.7
655 UD 0.283
*
656 KKC3a-OAKC
657 KM COMBINE RC3-ELPC AND 3a-OAK-C
658 KM O'BANNON AND MECH 0378
659 HC 2
*
660 KKRC3aOAKC
661 KM ROUTE C3a-OAKC TO OAKEYIN
662 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
663 KM FACILITY # = MECH 0338, 0378
664 KM LINING = RCB
665 RD 2805 0.016 0.015 0 TRAP 10 0
*
666 KK3-HOLM-C
667 BA 0.331
668 PB 2.77
669 LS 0 90.7
670 UD 0.342
*
1 HEC-1 INPUT PAGE 19
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
671 KKR3-HOLMC
672 KM ROUTE R3-HOLMC TO C5-OAK-C
673 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
674 KM FACILITY # = MECH 0334, 0337, 0351
675 KM LINING = RCP
676 RD 1700 0.005 0.013 0 CIRC 7.5 0
*
677 KK 5-OAK-C
678 BA 0.232
679 PB 2.77
680 LS 0 88.0
681 UD 0.248
*
682 KKC5-OAK-C
683 KM COMBINE R3-HOLMC AND 5-OAK-C
684 KM OAKEY DETENTION BASIN
685 HC 2
*
686 KK OAKEYIN
687 KM COMBINE RC3aOAKC AND C5-OAK-C
688 KM OAKEY DETENTION BASIN
689 KO 1
690 HC 2
*
691 KK OAKEYDB
692 KM OAKEY DETENTION BASIN
693 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
694 KM FACILITY # = MECH 0324
695 KM STORAGE VOLUME = 201 ACRE-FEET
696 KM OUTLET = 1-15" OUTLET PIPE
697 KM 100-YEAR DISCHARGE = 32 CFS
698 KM SPILLWAY LENGTH = 290 FEET
699 KM SPILLWAY HEIGHT =
700 KM SPILLWAY CREST ELEVATION = 2348.5'
701 KM SPILLWAY TYPE =
702 KM PMF DISCHARGE =
703 KM TOP OF EMBANKMENT ELEVATION =
704 KO 1
705 RS 1 STOR 0
706 SV 0 2 6 14 25 40 57 77 101 130
707 SV 144 159 174 191 201 206 219 231 244 256
708 SE 26 28 30 31 34 36 38 40 42 44
709 SE 45 46 47 48 48.5 49 50 51 52 53
710 SS 48.5 290 3.1 1.5
711 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
712 KK OAKEYOT
713 KM ROUTE OAKEYDB TO CCOK08
714 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
715 KM FACILITY # = MECH 0108, 0310, 0323
716 KM LINING = RCP
717 RD 9750 0.0143 0.013 0 CIRC 2.5
*
718 KK SA01-C
719 BA 0.263
720 PB 2.77
721 LS 0 94.5
722 UD 0.340
*
723 KK RSA01-C
724 KM ROUTE SA01-C TO CSA05
725 KM SAHARA
726 RD 5200 0.0144 0.016 0 TRAP 0 50
*
727 KK SA05
728 BA 0.176
729 PB 2.77
730 LS 0 93.2
731 UD 0.318
*
732 KK CSA05
733 KM COMBINE RSA01-C AND SA05
734 KM SAHARA AND DECATUR
735 HC 2
*
736 KK RCSA05
737 KM ROUTE CSA05 TO CSA06
738 KM FACILITY = MEADOWS OAKEY DRAIN
739 KM FACILITY # = MEOK 0217
740 KM LINING = RCB
741 RD 1276 0.0044 0.015 0 TRAP 12 0
*
742 KK SA06
743 BA 0.079
744 PB 2.77
745 LS 0 93.7
746 UD 0.193
*
1 HEC-1 INPUT PAGE 21
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
747 KK CSA06
748 KM COMBINE RCSA05 AND SA06
749 KM O'BANNON AND DECATUR
750 HC 2
*
751 KK OK06-C
752 BA 0.174
753 PB 2.77
754 LS 0 91.1
755 UD 0.302
*
756 KK ROK06-C
757 KM ROUTE OK06-C TO COK07
758 KM OBANNON
759 RD 5100 0.0147 0.016 0 TRAP 0 50
*
760 KK OK07
761 BA 0.241
762 PB 2.77
763 LS 0 87.1
764 UD 0.335
*
765 KK COK07
766 KM COMBINE OK07, ROK06-C, AND CSA06
767 KM O'BANNON AND DECATUR
768 HC 3
*
769 KK RCOK07
770 KM ROUTE COK07 TO COK04-C
771 KM FACILITY = MEADOWS OAKEY DRAIN
772 KM FACILITY # = MEOK 0191, 0204
773 KM LINING = RCB
774 RD 1315 0.0071 0.015 0 TRAP 12 0
*
775 KK OK03-C
776 BA 0.363
777 PB 2.77
778 LS 0 90.8
779 UD 0.317
*
780 KK ROK03-C
781 KM ROUTE OK03-C TO COK04-C
782 KM OAKEY
783 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
784 KK OK04-C
785 BA 0.198
786 PB 2.77
787 LS 0 85.7
788 UD 0.365
*
789 KK COK04-C
790 KM COMBINE ROK03-C, OK04-C AND RCOK07
791 KM OAKEY AND DECATUR
792 HC 3
*
793 KKRCOK04-C
794 KM ROUTE COK04-C TO COK08
795 KM FACILITY = MEADOWS OAKEY DRAIN
796 KM FACILITY # = MEOK 0166
797 KM LINING = RCB
798 RD 1350 0.0045 0.015 0 TRAP 12 0
*
799 KK OK08
800 BA 0.083
801 PB 2.77
802 LS 0 91.0
803 UD 0.184
*
804 KK COK08
805 KM COMBINE RCOK04-C AND OK08
806 KM DEL RAY AND DECATUR
807 HC 2
*
808 KK CCOK08
809 KM COMBINE COK08 AND OAKEYOT
810 KM DEL RAY AND DECATUR
811 HC 2
*
812 KK RCCOK08
813 KM ROUTE CCOK08 TO COK12
814 KM FACILITY = MEADOWS OAKEY DRAIN
815 KM FACILITY # = MEOK 0110
816 KM LINING = RCB
817 RD 2946 0.0077 0.015 0 TRAP 12 0
*
818 KK CH04-C
819 BA 0.175
820 PB 2.77
821 LS 0 92.7
822 UD 0.240
*
1 HEC-1 INPUT PAGE 23
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
823 KK RCH04-C
824 KM ROUTE CH04-C TO CCH05-C
825 KM FACILITY = MEADOWS CHARLESTON
826 KM FACILITY # = MECN 0223
827 KM LINING = RCB
828 RD 3100 0.0204 0.015 0 TRAP 6 0
*
829 KK CH05-C
830 BA 0.163
831 PB 2.77
832 LS 0 94.3
833 UD 0.329
*
834 KK CCH05-C
835 KM COMBINE RCH04-C AND CH05-C
836 KM TORREY PINES AND CHARLESTON
837 HC 2
*
838 KKRCCH05-C
839 KM ROUTE CCH05-C TO CCH09-C
840 KM FACILITY = MEADOWS CHARLESTON
841 KM FACILITY # = MECN 0123
842 KM LINING = RCB
843 RD 5200 0.0164 0.015 0 TRAP 8 0
*
844 KK CH09-C
845 BA 0.378
846 PB 2.77
847 LS 0 91.5
848 UD 0.341
*
849 KK CCH09-C
850 KM COMBINE RCCH05-C AND CH09-C
851 KM CHARLESTON AND LINDELL
852 HC 2
*
853 KKRCCH09-C
854 KM ROUTE CCH09-C TO CCH10
855 KM FACILITY = MEADOWS CHARLESTON
856 KM FACILITY # = MECN 0061
857 KM LINING = RCB
858 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
859 KK CH10
860 BA 0.279
861 PB 2.77
862 LS 0 93.1
863 UD 0.222
*
864 KK CCH10
865 KM COMBINE RCCH09-C AND CH10
866 KM CHARLESTON AND DECATUR
867 HC 2
*
868 KK RCCH10
869 KM ROUTE CCH10 TO COK12
870 KM FACILITY = MEADOWS CHARLESTON
871 KM FACILITY # = MECN 0000
872 KM LINING = RCB
873 RD 1570 0.0109 0.015 0 TRAP 9 0
*
874 KK OK12
875 BA 0.050
876 PB 2.77
877 LS 0 95.6
878 UD 0.163
*
879 KK COK12
880 KM COMBINE RCCOK08, RCCH10 AND OK12
881 KM CHARLESTON AND MEOK 0110
882 HC 3
*
883 KK RCOK12
884 KM ROUTE COK12 TO CCH14B
885 KM FACILITY = MEADOWS OAKEY DRAIN
886 KM FACILITY # = MEOK 0079, 0091
887 KM LINING = RCB
888 RD 1633 0.005 0.015 0 TRAP 18 0
*
889 KK CH14B
890 BA 0.217
891 PB 2.77
892 LS 0 90.8
893 UD 0.356
*
1 HEC-1 INPUT PAGE 25
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
894 KK CCH14B
895 KM COMBINE RCOK12 AND CCH14B
896 KM HINSON AND CHARLESTON
897 HC 2
*
898 KK RCCH14B
899 KM ROUTE CCH14B TO COK13
900 KM FACILITY = MEADOWS OAKEY DRAIN
901 KM FACILITY # = MEOK 0000, 0048
902 KM LINING = RCB
903 RD 1950 0.005 0.015 0 TRAP 18 0
*
904 KK OK13
905 BA 0.099
906 PB 2.77
907 LS 0 92.7
908 UD 0.376
*
909 KK COK13
910 KM COMBINE RCCH14B AND OK13
911 KM FULTON PLACE AND VALLEY VIEW
912 HC 2
*
913 KK RCOK13
914 KM ROUTE COK13 TO CCAL16
915 KM FACILITY = MEADOWS OAKEY DRAIN
916 KM FACILITY # = MEOK 0000, 0017
917 KM LINING = RCB
918 RD 2450 0.0091 0.015 0 TRAP 19 0
*
919 KK R1
920 BA 0.086
921 PB 2.77
922 LS 0 90.6
923 UD 0.210
*
924 KK PR1
925 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
926 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
927 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN
928 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON
929 RS 1 ELEV 10.1
930 SV 0 2.7 3.5
931 SE 10.1 13.7 14.7
932 SQ 0 90 113
*
1 HEC-1 INPUT PAGE 26
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
933 KK RPR1
934 KM ROUTE PR1 TO CR2
935 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT
936 RD 2900 0.0103 0.016 0 TRAP 0 50
*
937 KK R3
938 BA 0.275
939 PB 2.77
940 LS 0 91.3
941 UD 0.297
*
942 KK R2
943 BA 0.045
944 PB 2.77
945 LS 0 90.7
946 UD 0.228
*
947 KK CR2
948 KM COMBINE RPR1, R2 AND R3
949 KM ALTA AND LORENZI
950 HC 3
*
951 KK DCR2
952 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN
953 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH
954 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN
955 DT DAL00A
956 DI 0 150 1000
957 DQ 0 0 850
*
958 KK RDCR2
959 KM ROUTE DCR2 TO CAL01A
960 KM FACILITY = MEADOWS - ALTA
961 KM FACILITY # = MEAL 0160, 0209
962 KM LINING = RCP
963 RD 4300 0.015 0.013 0 CIRC 4
*
964 KK AL01A
965 BA 0.123
966 PB 2.77
967 LS 0 90.5
968 UD 0.254
*
1 HEC-1 INPUT PAGE 27
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
969 KK CAL01A
970 KM COMBINE AL01A AND RDCR2
971 KM ALTA AND JONES
972 HC 2
*
973 KK RCAL01A
974 KM ROUTE CAL01A TO CUS
975 KM FACILITY = MEADOWS - ALTA
976 KM FACILITY # = MEAL 0150, 0160
977 KM LINING = RCP
978 RD 1100 0.0125 0.013 0 CIRC 3
*
979 KK US
980 BA 0.030
981 PB 2.77
982 LS 0 90.5
983 UD 0.171
*
984 KK CUS
985 KM COMBINE RAL01A AND US
986 KM ALTA AND JONES
987 HC 2
*
988 KK AL04-C
989 BA 0.179
990 PB 2.77
991 LS 0 90.3
992 UD 0.346
*
993 KK RAL04-C
994 KM ROUTE AL04-C TO CCUS
995 KM FACILITY = MEADOWS - ALTA
996 KM FACILITY # = MEAL 0130
997 KM LINING = RCB
998 RD 1150 0.004 0.015 0 TRAP 6 0
*
999 KK CCUS
1000 KM COMBINE CUS AND RAL04-C
1001 KM ALTA AND JONES
1002 HC 2
*
1003 KK RCCUS
1004 KM ROUTE CCUS TO CAL05-C
1005 KM FACILITY = MEADOWS - ALTA
1006 KM FACILITY # = MEAL 0120
1007 KM LINING = RCP
1008 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
1009 KK AL05-C
1010 BA 0.234
1011 PB 2.77
1012 LS 0 90.5
1013 UD 0.376
*
1014 KK GS
1015 BA 0.037
1016 PB 2.77
1017 LS 0 90.5
1018 UD 0.190
*
1019 KK DGS
1020 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
1021 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
1022 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM
1023 DT DGSR
1024 DI 0 27 72
1025 DQ 0 0 36
*
1026 KK CAL05-C
1027 KM COMBINE RCCUS, ALO5-C AND DGS
1028 KM ALTA AND UPLAND
1029 HC 3
*
1030 KKRCAL05-C
1031 KM ROUTE CAL05-C TO CBR3
1032 KM FACILITY = MEADOWS - ALTA
1033 KM FACILITY # = MEAL 0100, 0120
1034 KM LINING = RCP
1035 RD 2000 0.01 0.013 0 CIRC 5
*
1036 KK BR3
1037 BA 0.074
1038 PB 2.77
1039 LS 0 91.4
1040 UD 0.157
*
1041 KK CBR3
1042 KM COMBINE BR3 AND RCAL05-C
1043 KM ALTA AND WILDSHIRE
1044 HC 2
*
1 HEC-1 INPUT PAGE 29
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1045 KK RCBR3
1046 KM ROUTE CBR3 TO CAL11-C
1047 KM FACILITY = MEADOWS - ALTA
1048 KM FACILITY # = MEAL 0060, 0100
1049 KM LINING = RCP
1050 RD 1400 0.01 0.013 0 CIRC 5
*
1051 KK AL09-C
1052 BA 0.162
1053 PB 2.77
1054 LS 0 90.6
1055 UD 0.252
*
1056 KK RAL09-C
1057 KM ROUTE AL09-C TO CAL11-C
1058 KM EVERGREEN / DECATUR
1059 RD 2400 0.0083 0.016 0 TRAP 0 50
*
1060 KK DGSR
1061 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS
1062 DR DGSR
*
1063 KK RDGSR
1064 KM ROUTE DGSR TO CAL11-C
1065 KM EVERGREEN / DECATUR
1066 RD 4600 0.0152 0.016 0 TRAP 0 50
*
1067 KK AL11-C
1068 BA 0.130
1069 PB 2.77
1070 LS 0 94.4
1071 UD 0.316
*
1072 KK CAL11-C
1073 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C
1074 KM ALTA AND DECATUR
1075 HC 4
*
1076 KKRCAL11-C
1077 KM ROUTE CAL11-C TO CAL10-C
1078 KM FACILITY = MEADOWS - ALTA
1079 KM FACILITY # = MEAL 0015
1080 KM LINING = RCP
1081 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
1082 KK AL10-C
1083 BA 0.048
1084 PB 2.77
1085 LS 0 91.5
1086 UD 0.245
*
1087 KK CAL10-C
1088 KM COMBINE RCAL11-C AND AL10-C
1089 KM ALTA AND BEDFORD
1090 HC 2
*
1091 KKRCAL10-C
1092 KM ROUTE CAL10-C TO CAL13-3
1093 KM FACILITY = MEADOWS - ALTA
1094 KM FACILITY # = MEAL 0000,0012,0013
1095 KM LINING = CONCRETE
1096 RD 1180 0.0158 0.015 0 TRAP 8 1
*
1097 KK AL13-3
1098 BA 0.059
1099 PB 2.77
1100 LS 0 90.5
1101 UD 0.171
*
1102 KK CAL13-3
1103 KM COMBINE RCAL10-C AND AL13-3
1104 KM ALTA AND VALLEY VIEW
1105 HC 2
*
1106 KK AL14
1107 BA 0.457
1108 PB 2.77
1109 LS 0 93.3
1110 UD 0.525
*
1111 KK RAL14
1112 KM ROUTE AL14 TO CAL16
1113 KM VALLEY VIEW
1114 RD 1300 0.0115 0.016 0 TRAP 0 50
*
1115 KK AL16
1116 BA 0.148
1117 PB 2.77
1118 LS 0 92.2
1119 UD 0.326
*
1 HEC-1 INPUT PAGE 31
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1120 KK 1CAL16
1121 KM COMBINE CAL13-3, RAL14, AND AL16
1122 KM ALTA AND VALLEY VIEW
1123 HC 3
*
1124 KK AL09
1125 BA 0.097
1126 PB 2.77
1127 LS 0 90.4
1128 UD 0.282
*
1129 KK RAL09
1130 KM ROUTE AL09 TO CCH14A
1131 KM FULTON
1132 RD 1500 0.0133 0.016 0 TRAP 0 50
*
1133 KK CH14A
1134 BA 0.148
1135 PB 2.77
1136 LS 0 89.4
1137 UD 0.340
*
1138 KK CCH14A
1139 KM COMBINE RAL09 AND CH14A
1140 KM VALLEY VIEW AND FULTON
1141 HC 2
*
1142 KK RCCH14A
1143 KM ROUTE CCH14A TO CAL16
1144 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM
1145 KM FACILITY # = MEPA 0000
1146 KM LINING = RCB
1147 RD 1370 0.005 0.015 0 TRAP 10 0
*
1148 KK CAL16
1149 KM COMBINE 1CAL16 AND RCCH14A
1150 KM ALTA AND VALLEY VIEW
1151 HC 2
*
1152 KK RCAL16
1153 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)
1154 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1155 KM FACILITY # = LCME 0070,0076,0077
1156 KM LINING = CONCRETE
1157 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
1158 KK CCAL16
1159 KM COMBINE RCAL16 AND RCOK13
1160 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE
1161 HC 2
*
1162 KK RCCAL16
1163 KM ROUTE CCAL16 TO CAL90-C
1164 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1165 KM FACILITY # = LCME 0040
1166 KM LINING = CONCRETE
1167 RD 525 0.004 0.015 0 TRAP 40 0
*
1168 KK AL90-C
1169 BA 0.171
1170 PB 2.77
1171 LS 0 91.9
1172 UD 0.328
*
1173 KK CAL90-C
1174 KM COMBINE RCCAL16 AND AL90-C
1175 HC 2
*
1176 KKRCAL90-C
1177 KM ROUTE CAL90-C TO MEADOWIN
1178 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1179 KM FACILITY # = LCME 0026, 0028
1180 KM LINING = CONCRETE
1181 RD 1030 0.004 0.015 0 TRAP 42 0
*
1182 KK MEDB
1183 BA 0.230
1184 PB 2.77
1185 LS 0 86.9
1186 UD 0.193
*
1187 KKMEADOWIN
1188 KM COMBINE RCAL90-C AND MEDB
1189 KM COMBINATION AT MEADOWS DETENTION BASIN
1190 KO 1
1191 HC 2
*
1192 KKMEADOWDB
1193 KM MEADOWS DETENTION BASIN
1194 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1195 KM FACILITY # = LCME 0021
1196 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)
1197 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
1198 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT
1199 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)
1200 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB
1201 KM 100-YEAR DISCHARGE =
1202 KM SPILLWAY LENGTH = 150 FT
1203 KM SPILLWAY HEIGHT =
1204 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)
1205 KM SPILLWAY TYPE = OGEE
1206 KM PMF DISCHARGE =
1207 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT
1208 KO 1
1209 RS 1 STOR 0
1210 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02
1211 SV 174.64 196.67 211.98 213.27 235.09 309.3
1212 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43
1213 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5
1214 SQ 0 202.1 400 500 600 700 800 900 1000 1100
1215 SQ 1200 1300 1365 1380 1428 5248
*
1216 KKMEADOWOT
1217 KM ROUTE MEADOWDB TO CRMEDET
1218 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1219 KM FACILITY # = LCME 0000,0016,0018
1220 KM LINING = RCB
1221 RD 1145 0.0072 0.015 0 TRAP 14 0
*
1222 KK DAL00A
1223 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA
1224 DR DAL00A
*
1225 KK RDAL00A
1226 KM ROUTE DAL00A TO RAINBWIN
1227 KM FACILITY = LAS VEGAS CREEK - LORENZI
1228 KM FACILITY # = LCLO 0000, 0008
1229 KM LINING = RCB
1230 RD 2860 0.004 0.015 0 TRAP 7 0
*
1231 KK AL00A
1232 BA 0.474
1233 PB 2.77
1234 LS 0 90.8
1235 UD 0.355
*
1236 KK AL00A-C
1237 BA 0.230
1238 PB 2.77
1239 LS 0 93.0
1240 UD 0.305
*
1 HEC-1 INPUT PAGE 34
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1241 KKRAINBWIN
1242 KM COMBINE RDAL00A, AL00A AND AL00A-C
1243 KM COMBINATION AT RAINBOW DETENTION BASIN
1244 HC 3
*
1245 KKRAINBWDB
1246 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)
1247 KM FACILITY = LAS VEGAS CREEK CHANNEL
1248 KM FACILITY # = LCCH 0513
1249 KM REFERENCED FROM THE 90% DESIGN REPORT FOR
1250 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)
1251 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION
1252 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE
1253 KM 100-YEAR DISCHARGE =
1254 KM SPILLWAY LENGTH = 137.8 FT
1255 KM SPILLWAY HEIGHT =
1256 KM SPILLWAY CREST ELEVATION = 2391.5 FT
1257 KM SPILLWAY TYPE = BROAD-CRESTED WEIR
1258 KM PMF DISCHARGE =
1259 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT
1260 KO 1
1261 RS 1 STOR 0
1262 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81
1263 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79
1264 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373
1265 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5
1266 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72
1267 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000
*
1268 KKRAINBWOT
1269 KM ROUTE RAINBWDB TO CLC01-C
1270 KM FACILITY = LAS VEGAS CREEK CHANNEL
1271 KM FACILITY # = LCCH 0499
1272 KM LINING = RCP
1273 RD 665 0.0188 0.013 0 CIRC 3.5
*
1274 KK LC01-C
1275 BA 0.089
1276 PB 2.77
1277 LS 0 91.8
1278 UD 0.301
*
1279 KK CLC01-C
1280 KM COMBINE RAINBWOT AND LC01-C
1281 KM US 95, EAST OF RAINBOW BLVD
1282 HC 2
*
1 HEC-1 INPUT PAGE 35
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1283 KKRCLC01-C
1284 KM ROUTE CLC01-C TO CWA02-C
1285 KM FACILITY = LAS VEGAS CREEK CHANNEL
1286 KM FACILITY # = LCCH 0402,0412,0438,0458,0478
1287 KM LINING = RCP
1288 RD 5165 0.0108 0.013 0 CIRC 5
*
1289 KK WA02-C
1290 BA 0.269
1291 PB 2.77
1292 LS 0 91.5
1293 UD 0.334
*
1294 KK CWA02-C
1295 KM COMBINE RCLC01-C AND WA02-C
1296 KM JONES AND US 95
1297 HC 2
*
1298 KK AL01B-C
1299 BA 0.367
1300 PB 2.77
1301 LS 0 90.5
1302 UD 0.401
*
1303 KKCCWA02-C
1304 KM COMBINE CWA02-C AND AL01B-C
1305 KM JONES AND US 95
1306 HC 2
*
1307 KKRCCWA02C
1308 KM ROUTE CCWA02-C TO CLC11-C
1309 KM FACILITY = LAS VEGAS CREEK CHANNEL
1310 KM FACILITY # = LCCH 0302, 0377, 0400
1311 KM LINING = RCB
1312 RD 6870 0.0249 0.015 0 TRAP 8 0
*
1313 KK LC11-C
1314 BA 0.384
1315 PB 2.77
1316 LS 0 91.3
1317 UD 0.361
*
1 HEC-1 INPUT PAGE 36
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1318 KK CLC11-C
1319 KM COMBINE RCCCWA02C AND LC11-C
1320 KM DECATUR AND US 95
1321 HC 2
*
1322 KKRCLC11-C
1323 KM ROUTE CLC11-C TO CLC14-C
1324 KM FACILITY = LAS VEGAS CREEK CHANNEL
1325 KM FACILITY # = LCCH 0230, 0270
1326 KM LINING = RCB
1327 RD 2140 0.0174 0.015 0 TRAP 12 0
*
1328 KK LC14-C
1329 BA 0.320
1330 PB 2.77
1331 LS 0 90.6
1332 UD 0.423
*
1333 KK CLC14-C
1334 KM COMBINE RCLC11-C AND LC14-C
1335 KM VALLEY VIEW AND US 95
1336 HC 2
*
1337 KK WA10-C
1338 BA 0.447
1339 PB 2.77
1340 LS 0 87.8
1341 UD 0.367
*
1342 KK WA10D
1343 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN
1344 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1345 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED
1346 DT WA10NW
1347 DI 0 10 250 275 300 800 1000 3000
1348 DQ 0 0 0 25 50 550 750 2750
*
1349 KK RWA10D
1350 KM ROUTE WA10D TO CCLC14-C
1351 KM FACILITY = LAS VEGAS CREEK LATERAL
1352 KM FACILITY # = LCLT 0000,0006
1353 KM LINING = CONCRETE
1354 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
1355 KKCCLC14-C
1356 KM COMBINE CLC14-C AND RWA10D
1357 KM VALLEY VIEW AND US 95
1358 HC 2
*
1359 KK RCCLC14
1360 KM ROUTE CCLC14-C TO CRMEDET
1361 KM FACILITY = LAS VEGAS CREEK CHANNEL
1362 KM FACILITY # = LCCH 0157,0188
1363 KM LINING = RCB
1364 RD 3875 0.0106 0.015 0 TRAP 24 0
*
1365 KK CRMEDET
1366 KM COMBINE MEADOWOT AND RCCLC14
1367 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK
1368 HC 2
*
1369 KKRCRMEDET
1370 KM ROUTE CRMEDET TO CCLC16-C
1371 KM FACILITY = LAS VEGAS CREEK CHANNEL
1372 KM FACILITY # = LCCH 0114,0127,0129,0150,0154
1373 KM LINING = RCB
1374 RD 2305 0.005 0.015 0 TRAP 28 0
*
1375 KK LC16-C
1376 BA 0.312
1377 PB 2.774
1378 LS 0 88.0
1379 UD 0.342
*
1380 KKOG011AC2
1381 BA 0.120
1382 PB 2.77
1383 LS 0 92.0
1384 UD 0.219
*
1385 KK OG011AD
1386 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM
1387 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1388 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH
1389 DT OG011D
1390 DI 0 45 100 500 994 10000
1391 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
1392 KKROG011AD
1393 KM ROUTE OG011AD TO CWA01-C
1394 KM WASHINGTON
1395 RD 3200 0.0171 0.016 0 TRAP 0 50
*
1396 KK WA01-C
1397 BA 0.195
1398 PB 2.77
1399 LS 0 88.7
1400 UD 0.249
*
1401 KK CWA01-C
1402 KM COMBINE ROG011A-C2D AMD WA01-C
1403 KM TORREY PINES AND WASHINGTON
1404 HC 2
*
1405 KK RWA01
1406 KM ROUTE WA01-C TO CWA04-C
1407 KM WASHINGTON
1408 RD 5300 0.0142 0.016 0 TRAP 0 50
*
1409 KK WA04-C
1410 BA 0.197
1411 PB 2.77
1412 LS 0 87.7
1413 UD 0.474
*
1414 KK CWA04-C
1415 KM COMBINE RWA01 AND WA04-C
1416 KM MICHAEL AND WASHINGTON
1417 HC 2
*
1418 KK RCWA04
1419 KM ROUTE CWA04-C TO CWA09-C
1420 KM FACILITY = FREEWAY CHANNEL
1421 KM FACILITY # = LV15 0602
1422 KM LINING = RCP
1423 RD 5980 0.0159 0.013 0 CIRC 8
*
1424 KK WA09-C
1425 BA 0.101
1426 PB 2.77
1427 LS 0 91.3
1428 UD 0.363
*
1 HEC-1 INPUT PAGE 39
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1429 KK CWA09-C
1430 KM COMBINE RCWA04 AND WA09-C
1431 KM VALLEY VIEW AND WASHINGTON
1432 HC 2
*
1433 KK RCWA09
1434 KM ROUTE CWA09-C TO CWA10NW
1435 KM FACILITY = FREEWAY CHANNEL
1436 KM FACILITY # = LV15 0528
1437 KM LINING = RCB
1438 RD 700 0.0119 0.015 0 TRAP 8
*
1439 KK WA10NW
1440 KM RETURN FLOW FROM WA10NW
1441 DR WA10NW
*
1442 KK CWA10NW
1443 KM COMBINE RCWA09 AND WA10NW
1444 KM VALLEY VIEW AND WASHINGTON
1445 HC 2
*
1446 KKRCWA10NW
1447 KM ROUTE CWA10NW TO CWA13-C
1448 KM FACILITY = FREEWAY CHANNEL
1449 KM FACILITY # = LV15 0528
1450 KM LINING = RCB
1451 RD 4420 0.0119 0.015 0 TRAP 8 0
*
1452 KK WA13-C
1453 BA 0.333
1454 PB 2.77
1455 LS 0 89.8
1456 UD 0.264
*
1457 KK CWA13-C
1458 KM COMBINE RCWA10NW AND WA13-C
1459 KM RANCHO DRIVE AND WASHINGTON
1460 HC 2
*
1461 KK WA13D
1462 KM REFERENCED FROM US-95 WIDENING PROJECT
1463 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1464 DT WA13NW
1465 DI 0 500 812 1000 1200
1466 DQ 0 197 322 391 473
*
1 HEC-1 INPUT PAGE 40
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1467 KK RWA13D
1468 KM ROUTE WA13D TO CLC16-C
1469 KM FACILITY = FREEWAY CHANNEL
1470 KM FACILITY # = LCRA 0000,0004,0050
1471 KM LINING = RCB
1472 RD 3100 0.0077 0.015 0 TRAP 12 0
*
1473 KK CLC16-C
1474 KM COMBINE LC16-C AND RWA13D
1475 KM RANCHO AND US 95
1476 HC 2
*
1477 KKCCLC16-C
1478 KM COMBINE RCRMEDET AND CLC16-C
1479 KM RANCHO AND US 95
1480 HC 2
*
1481 KK RCCLC16
1482 KM ROUTE CCLC16-C TO CLC20-C
1483 KM FACILITY = LAS VEGAS CREEK CHANNEL
1484 KM FACILITY # = LCCH 0013, 0051, 0110
1485 KM LINING = RCB
1486 RD 3700 0.006 0.015 0 TRAP 28 0
*
1487 KK LC20-C
1488 BA 0.174
1489 PB 2.77
1490 LS 0 91.4
1491 UD 0.483
*
1492 KK CLC20-C
1493 KM COMBINE RCCLC16 AND LC20-C
1494 KM MARTIN LUTHER KING AND US 95
1495 HC 2
*
1496 KKRCLC20-C
1497 KM ROUTE CLC20-C TO CCAL93
1498 KM FACILITY = LAS VEGAS CREEK CHANNEL
1499 KM FACILITY # = LCCH 0000,0013
1500 KM LINING = RCB
1501 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
1502 KK CCAL93
1503 KM COMBINE CAL93 AND RCLC20-C
1504 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)
1505 HC 2
*
1506 KK RCCAL93
1507 KM ROUTE CCAL93 TO CLC21
1508 KM FACILITY = WASHINGTON AVENUE CHANNEL
1509 KM FACILITY # = LVWH 0429,0431,0447,0484
1510 KM LINING = RCB
1511 RD 2410 0.0015 0.015 0 TRAP 43 0
*
1512 KK LC21
1513 BA 0.599
1514 PB 2.77
1515 LS 0 94.8
1516 UD 0.550
*
1517 KK CLC21
1518 KM COMBINE RCCAL93 AND LC21
1519 KM INDUSTRIAL AND US 95
1520 HC 2
*
1521 KK DCLC21
1522 KM FLOW SPLIT TO FACILITY LVOE 0345
1523 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY
1524 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY
1525 DT DLVOE
1526 DI 0 2870 10000
1527 DQ 0 0 7130
*
1528 KK RDCLC21
1529 KM ROUTE DCLC21 TO CV1-C
1530 KM FACILITY = WASHINGTON AVENUE CHANNEL
1531 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426
1532 KM LINING = RCB
1533 RD 4785 0.009 0.015 0 TRAP 12 0
*
1534 KK V1-C
1535 BA 0.282
1536 PB 2.77
1537 LS 0 92.0
1538 UD 0.339
*
1 HEC-1 INPUT PAGE 42
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1539 KK CH59-C
1540 BA 0.340
1541 PB 2.77
1542 LS 0 94.0
1543 UD 0.489
*
1544 KK DCH59-C
1545 KM FLOW SPLIT TO CH60A-C
1546 KM SPLIT TO FLAMINGO WASH SYSTEM
1547 KM DEVELOPED FROM CWH MODEL
1548 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)
1549 DT DFLAM
1550 DI 0 222 1000
1551 DQ 0 0 778
*
1552 KKDDCH59-C
1553 KM FLOW SPLIT TO BN03-C
1554 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS
1555 KM DBN00 IN CWH
1556 DT DBN03
1557 DI 0 167 1000
1558 DQ 0 0 833
*
1559 KK RDDCH59
1560 KM ROUTE DDCH59-C TO CV1-C
1561 KM 48" RCP UNDER LAS VEGAS BLVD
1562 KM LINING = RCP
1563 RD 3000 0.0217 0.013 0 CIRC 4
*
1564 KK CV1-C
1565 KM COMBINE RCLC21, V1-C, AND RDDCH59
1566 KM WASHINGTON AND LAS VEGAS BLVD
1567 HC 3
*
1568 KK RCV1-C
1569 KM ROUTE CV1-C TO CX-C1
1570 KM FACILITY = WASHINGTON AVENUE CHANNEL
1571 KM FACILITY # = LVWH 0240, 0305
1572 KM LINING = RCB
1573 RD 2750 0.015 0.015 0 TRAP 24 0
*
1574 KK X-C1
1575 BA 0.278
1576 PB 2.77
1577 LS 0 90.6
1578 UD 0.272
*
1 HEC-1 INPUT PAGE 43
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1579 KK CX-C1
1580 KM COMBINE RCV1-C AND X-C1
1581 KM WASHINGTON AND BRUCE
1582 HC 2
*
1583 KK RCX-C1
1584 KM ROUTE CX-C1 TO CN-C
1585 KM FACILITY = WASHINGTON AVENUE CHANNEL
1586 KM FACILITY # = LVWH 0240
1587 KM LINING = RCB
1588 RD 2540 0.015 0.015 0 TRAP 24 0
*
1589 KK M
1590 BA 0.267
1591 PB 2.77
1592 LS 0 90.2
1593 UD 0.426
*
1594 KK RM
1595 KM ROUTE M TO CN-C
1596 KM SEARLES TO EASTERN
1597 RD 3900 0.0064 0.016 0 TRAP 0 50
*
1598 KK N-C
1599 BA 0.264
1600 PB 2.77
1601 LS 0 88.5
1602 UD 0.408
*
1603 KK CN-C
1604 KM COMBINE RCX-C1, RM, AND N-C
1605 KM WASHINGTON AND EASTERN
1606 HC 3
*
1607 KK RCN-C
1608 KM ROUTE CN-C TO CP-C
1609 KM FACILITY = WASHINGTON AVENUE CHANNEL
1610 KM FACILITY # = LVWH 0155,0234
1611 KM LINING = RCB
1612 RD 2600 0.0068 0.015 0 TRAP 30 0
*
1613 KK P-C
1614 BA 0.309
1615 PB 2.77
1616 LS 0 87.4
1617 UD 0.397
*
1 HEC-1 INPUT PAGE 44
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1618 KK CP-C
1619 KM COMBINE RCN-C AND P-C
1620 KM WASHINGTON AND MOJAVE
1621 HC 2
*
1622 KK RCP-C
1623 KM ROUTE CP-C TO CQ-C
1624 KM FACILITY = WASHINGTON AVENUE CHANNEL
1625 KM FACILITY # = LVWH 0136,0155
1626 KM LINING = RCB
1627 RD 2600 0.0068 0.015 0 TRAP 30 0
*
1628 KK Q-C
1629 BA 0.258
1630 PB 2.77
1631 LS 0 85.6
1632 UD 0.408
*
1633 KK CQ-C
1634 KM COMBINE RCP-C AND Q-C
1635 KM WASHINGTON AND PECOS
1636 HC 2
*
1637 KK RCQ-C
1638 KM ROUTE CQ-C TO CLVW01-C
1639 KM FACILITY = WASHINGTON AVENUE CHANNEL
1640 KM FACILITY # = LVWH 0086,0087,0136
1641 KM LINING = RCB
1642 RD 3800 0.0033 0.015 0 TRAP 36 0
*
1643 KK LVW01-C
1644 BA 0.236
1645 PB 2.77
1646 LS 0 85.0
1647 UD 0.456
*
1648 KKCLVW01-C
1649 KM COMBINE RCQ-C AND LVW01-C
1650 KM COMBINATION OF FLOWS AT LAS VEGAS WASH
1651 HC 2
*
1652 KK DLVOE
1653 KM RETRIEVE DLVOE
1654 DR DLVOE
*
1 HEC-1 INPUT PAGE 45
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1655 KK RDLVOE
1656 KM ROUTE DLVOE TO CH-C1
1657 KM FACILITY = OWENS AVENUE CHANNEL
1658 KM FACILITY # = LVOE 0236,0331,0345
1659 KM LINING = RCB
1660 RD 7435 0.0133 0.015 0 TRAP 13 0
*
1661 KK H-C1
1662 BA 0.287
1663 PB 2.77
1664 LS 0 91.8
1665 UD 0.270
*
1666 KK CH-C1
1667 KM COMBINE H-C AND RDLVOE
1668 KM OWENS AND LAS VEGAS BLVD
1669 HC 2
*
1670 KK RCH-C1
1671 KM ROUTE CH-C1 TO CE-C
1672 KM FACILITY = OWENS AVENUE CHANNEL
1673 KM FACILITY # = LVOE 0134
1674 KM LINING = RCB
1675 RD 5380 0.01 0.015 0 TRAP 12 0
*
1676 KK E-C
1677 BA 0.614
1678 PB 2.77
1679 LS 0 87.2
1680 UD 0.395
*
1681 KK CE-C
1682 KM COMBINE RCH-C AND E-C
1683 KM OWENS AND EASTERN
1684 HC 2
*
1685 KK RCE-C
1686 KM ROUTE CE-C TO CG
1687 KM FACILITY = OWENS AVENUE CHANNEL
1688 KM FACILITY # = LVOE 0085
1689 KM LINING = RCB
1690 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
1691 KK G
1692 BA 0.233
1693 PB 2.77
1694 LS 0 84.2
1695 UD 0.422
*
1696 KK CG
1697 KM COMBINE RCE-C AND G
1698 KM OWENS AND STATZ
1699 HC 2
*
1700 KK RCG
1701 KM ROUTE CG TO CK-C1
1702 KM FACILITY = OWENS AVENUE CHANNEL
1703 KM FACILITY # = LVOE 0000
1704 KM LINING = RCB
1705 RD 4700 0.0047 0.015 0 TRAP 15 0
*
1706 KK K-C1
1707 BA 0.320
1708 PB 2.77
1709 LS 0 85.1
1710 UD 0.500
*
1711 KK CK-C1
1712 KM COMBINE RCG AND K-C1
1713 KM OWENS, AT LVMD 1354
1714 HC 2
*
1715 KK RCK-C1
1716 KM ROUTE CK-C1 TO CLVW01
1717 KM FACILITY = LAS VEGAS WASH MIDDLE
1718 KM FACILITY # = LVMD 1321
1719 KM LINING = CONCRETE
1720 RD 1950 0.004 0.015 0 TRAP 80 2
*
1721 KKCCLVW01C
1722 KM COMBINE CLVW01-C AND RCRCK-C
1723 KM COMBINATION OF LAS VEGAS WASH FLOWS
1724 HC 2
*
1725 KKRCCLVW01
1726 KM ROUTE CLVW01C TO CCBN15-C
1727 KM FACILITY = LAS VEGAS WASH MIDDLE
1728 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273
1729 KM LINING = CONCRETE
1730 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
1731 KK BN06-C
1732 BA 0.340
1733 PB 2.77
1734 LS 0 89.3
1735 UD 0.201
*
1736 KK BN03-C
1737 BA 0.415
1738 PB 2.77
1739 LS 0 87.3
1740 UD 0.344
*
1741 KK DBN03
1742 KM RETREIVE DBN03
1743 DR DBN03
*
1744 KK RDBN03
1745 KM ROUTE DBN03 TO CBN03
1746 KM BONANZA
1747 RD 5900 0.0264 0.016 0 TRAP 0 50
*
1748 KK CBN03
1749 KM COMBINE BN06-C, BN03-C, AND RDBN03
1750 KM BONANZA AND EASTERN
1751 HC 3
*
1752 KK RCBN03
1753 KM ROUTE CBN03 TO CBN08
1754 KM FACILITY = LAS VEGAS WASH - BONANZA
1755 KM FACILITY # = LVBZ 0211,0224
1756 KM LINING = RCB
1757 RD 2980 0.0072 0.015 0 TRAP 8 0
*
1758 KK BN08
1759 BA 0.210
1760 PB 2.77
1761 LS 0 91.8
1762 UD 0.378
*
1763 KK CBN08
1764 KM COMBINE RCBN03 AND BN08
1765 KM BONANZA AND MOJAVE
1766 HC 2
*
1 HEC-1 INPUT PAGE 48
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1767 KK RCBN08
1768 KM ROUTE CBN08 TO CBN09
1769 KM FACILITY = LAS VEGAS WASH - BONANZA
1770 KM FACILITY # = LVBZ 0167, 0188
1771 KM LINING = RCB
1772 RD 2330 0.007 0.015 0 TRAP 9 0
*
1773 KK BN09
1774 BA 0.233
1775 PB 2.77
1776 LS 0 83.9
1777 UD 0.411
*
1778 KK CBN09
1779 KM COMBINE RCBN08 AND BN09
1780 KM BONANZA AND PECOS
1781 HC 2
*
1782 KK RCBN09
1783 KM ROUTE CBN09 TO CBN10-C
1784 KM FACILITY = LAS VEGAS WASH - BONANZA
1785 KM FACILITY # = LVBZ 0114
1786 KM LINING = RCB
1787 RD 2740 0.004 0.015 0 TRAP 24 0
*
1788 KK BN10-C
1789 BA 0.257
1790 PB 2.77
1791 LS 0 88.8
1792 UD 0.406
*
1793 KK CBN10-C
1794 KM COMBINE RDCBN09 AND BN10-C
1795 KM BONANZA AND SANDHILL
1796 HC 2
*
1797 KKRCBN10-C
1798 KM ROUTE CBN10-C TO CBN12-C
1799 KM FACILITY = LAS VEGAS WASH - BONANZA
1800 KM FACILITY # = LVBZ 0064
1801 KM LINING = RCB
1802 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
1803 KK BN12-C
1804 BA 0.323
1805 PB 2.77
1806 LS 0 87.4
1807 UD 0.397
*
1808 KK CBN12-C
1809 KM COMBINE RCBN10-C AND BN12-C
1810 KM BONANZA AND LAMB
1811 HC 2
*
1812 KKRCBN12-C
1813 KM ROUTE CBN12-C TO CBN15-C
1814 KM FACILITY = LAS VEGAS WASH - BONANZA
1815 KM FACILITY # = LVBZ 0000
1816 KM LINING = RCB
1817 RD 3400 0.004 0.015 0 TRAP 24 0
*
1818 KK BN15-C
1819 BA 0.283
1820 PB 2.77
1821 LS 0 87.0
1822 UD 0.414
*
1823 KK CBN15-C
1824 KM COMBINE RCBN12-C AND BN15-C
1825 KM LAS VEGAS WASH AND BONANZA
1826 HC 2
*
1827 KKCCBN15-C
1828 KM COMBINE RCCLVW01 AND CBN15-C
1829 KM LAS VEGAS WASH AND BONANZA
1830 HC 2
*
1831 KKRCBN15-C
1832 KM ROUTE CCBN15-C TO CCCA10-C
1833 KM FACILITY = LAS VEGAS WASH MIDDLE
1834 KM FACILITY # = LVMD 1149
1835 KM LINING = CONCRETE
1836 RD 1675 0.0041 0.015 0 TRAP 70 1.5
*
1837 KK CA03
1838 BA 0.345
1839 PB 2.77
1840 LS 0 88.1
1841 UD 0.298
*
1 HEC-1 INPUT PAGE 50
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1842 KK RCA03
1843 KM ROUTE CA03 TO CCA04
1844 KM STEWART
1845 RD 3000 0.0107 0.016 0 TRAP 0 50
*
1846 KK CA04-C
1847 BA 0.370
1848 PB 2.77
1849 LS 0 89.6
1850 UD 0.394
*
1851 KK CCA04
1852 KM COMBINE RCA03 AND CA04-C
1853 KM STEWART AND MOJAVE
1854 HC 2
*
1855 KK RCCA04
1856 KM ROUTE CCA04 TO CCA05
1857 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART
1858 KM FACILITY # = CNST 0000
1859 KM LINING = RCB
1860 RD 2120 0.009 0.015 0 TRAP 8 0
*
1861 KK CA05
1862 BA 0.241
1863 PB 2.77
1864 LS 0 91.9
1865 UD 0.378
*
1866 KK CCA05
1867 KM COMBINE RCCA04 AND CA05
1868 KM STEWART AND PECOS
1869 HC 2
*
1870 KK RCCA05
1871 KM ROUTE CCA05 TO CCA06
1872 KM FACILITY = CEDAR AVENUE CHARLESTON
1873 KM FACILITY # = CACN 0001
1874 KM LINING = RCB
1875 RD 1867 0.004 0.015 0 TRAP 10 0
*
1876 KK CA06-C
1877 BA 0.401
1878 PB 2.77
1879 LS 0 85.0
1880 UD 0.418
*
1 HEC-1 INPUT PAGE 51
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1881 KK CCA06
1882 KM COMBINE RCCA05 AND CA06-C
1883 KM PECOS AND CEDAR AVENUE
1884 HC 2
*
1885 KK RCCA06
1886 KM ROUTE CCA06 TO CCA08
1887 KM FACILITY = CEDAR AVENUE CHANNEL
1888 KM FACILITY # = CACH 0081,0127,0129,0146,0148
1889 KM LINING = CONCRETE
1890 RD 4634 0.0026 0.015 0 TRAP 10 0
*
1891 KK CA08-C
1892 BA 0.256
1893 PB 2.77
1894 LS 0 90.8
1895 UD 0.400
*
1896 KK CCA08-C
1897 KM COMBINE RCCA06 AND CA08-C
1898 KM CEDAR AVENUE AND LAMB
1899 HC 2
*
1900 KKRCCA08-C
1901 KM ROUTE CCA08 TO CCA10-C
1902 KM FACILITY = CEDAR AVENUE CHANNEL
1903 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079
1904 KM LINING = CONCRETE
1905 RD 4386 0.0037 0.015 0 TRAP 10 0
*
1906 KK CA10-C
1907 BA 0.192
1908 PB 2.77
1909 LS 0 90.3
1910 UD 0.433
*
1911 KK CCA10-C
1912 KM COMBINE RCCA08-C AND CA10-C
1913 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH
1914 HC 2
*
1915 KKCCCA10-C
1916 KM COMBINE RCBN15-C AND CCA10-C
1917 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH
1918 HC 2
*
1 HEC-1 INPUT PAGE 52
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1919 KKRCCCA10C
1920 KM ROUTE CCCA10-C TO CCST03-C
1921 KM FACILITY = LAS VEGAS WASH MIDDLE
1922 KM FACILITY # = LVMD 1119,1121
1923 KM LINING = CONCRETE
1924 RD 1520 0.002 0.015 0 TRAP 90 1
*
1925 KK ST01-C
1926 BA 0.246
1927 PB 2.77
1928 LS 0 90.2
1929 UD 0.478
*
1930 KK RST01-C
1931 KM ROUTE ST01-C TO CST03-C
1932 KM STEWART
1933 RD 4700 0.0032 0.016 0 TRAP 0 50
*
1934 KK ST03-C
1935 BA 0.221
1936 PB 2.77
1937 LS 0 89.4
1938 UD 0.511
*
1939 KK CST03-C
1940 KM COMBINE RST01-C AND ST03-C
1941 KM STEWART AND LAS VEGAS WASH
1942 HC 2
*
1943 KKCCST03-C
1944 KM COMBINE RCCCA10C AND CST03-C
1945 KM STEWART AND LAS VEGAS WASH
1946 HC 2
*
1947 KKRCCST03C
1948 KM ROUTE CCST03-C TO CCCH77-C
1949 KM FACILITY = LAS VEGAS WASH MIDDLE
1950 KM FACILITY # = LVMD 1069,1071
1951 KM LINING = CONCRETE
1952 RD 2707 0.0043 0.015 0 TRAP 90 1.5
*
1953 KK CH70-C
1954 BA 0.260
1955 PB 2.77
1956 LS 0 90.5
1957 UD 0.435
*
1 HEC-1 INPUT PAGE 53
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1958 KK CH73
1959 BA 0.141
1960 PB 2.77
1961 LS 0 90.9
1962 UD 0.140
*
1963 KK CCH73-C
1964 KM COMBINE CH70-C AND CH73
1965 KM CHARLESTON AND US 95
1966 HC 2
*
1967 KK RCH73
1968 KM ROUTE CCH73 TO CCH75-C
1969 KM CHARLESTON
1970 RD 3300 0.0061 0.016 0 TRAP 0 50
*
1971 KK CH75-C
1972 BA 0.356
1973 PB 2.77
1974 LS 0 90.3
1975 UD 0.517
*
1976 KK CCH75-C
1977 KM COMBINE RCH73 AND CH75-C
1978 KM LAMB AND CHARLESTON
1979 HC 2
*
1980 KK CH76
1981 BA 0.138
1982 PB 2.77
1983 LS 0 92.6
1984 UD 0.339
*
1985 KK CCH76
1986 KM COMBINE CH76 AND CCH75-C
1987 KM LAMB AND CHARLESTON
1988 HC 2
*
1989 KK RCCH76
1990 KM ROUTE CCH76 TO CCH77-C
1991 KM FACILITY = LAS VEGAS WASH - CHARLESTON
1992 KM FACILITY # = LVCA 0000
1993 KM LINING = RCB
1994 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
1995 KK CH77-C
1996 BA 0.448
1997 PB 2.77
1998 LS 0 90.1
1999 UD 0.517
*
2000 KK CCH77-C
2001 KM COMBINE RCCH76 AND CH77-C
2002 KM CHARLESTON FLOW @ LAS VEGAS WASH
2003 HC 2
*
2004 KKCCCH77-C
2005 KM COMBINE RCCST03C AND CCH77-C
2006 KM CHARLESTON BLVD @ LAS VEGAS WASH
2007 HC 2
*
2008 KK RCCCH73
2009 KM ROUTE CCCH73 TO CCNEL06
2010 KM FACILITY = LAS VEGAS WASH MIDDLE
2011 KM FACILITY # = LVMD 1054
2012 KM LINING = CONCRETE
2013 RD 860 0.005 0.015 0 TRAP 120 0
*
2014 KK CH91-C
2015 BA 0.128
2016 PB 2.77
2017 LS 0 94.2
2018 UD 0.257
*
2019 KK RCH91-C
2020 KM ROUTE CH91-C TO CCH92-C
2021 KM COLORADO AVENUE
2022 RD 4100 0.0134 0.016 0 TRAP 0 50
*
2023 KK CH92-C
2024 BA 0.223
2025 PB 2.77
2026 LS 0 89.7
2027 UD 0.336
*
2028 KK CCH92-C
2029 KM COMBINE RCH91-C AND CH92-C
2030 KM COLORADO AND US 95
2031 HC 2
*
1 HEC-1 INPUT PAGE 55
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2032 KK RCH92-C
2033 KM ROUTE CCH92-C TO CCH94
2034 KM FACILITY = COLORADO AVENUE SYSTEM
2035 KM FACILITY # = LVCO 0106,0109
2036 KM LINING = RCB
2037 RD 2941 0.0067 0.015 0 TRAP 10 0
*
2038 KK CH93
2039 BA 0.266
2040 PB 2.77
2041 LS 0 88.0
2042 UD 0.344
*
2043 KK RCH93
2044 KM ROUTE CH93 TO CCH94
2045 KM WYOMING
2046 RD 3800 0.004 0.016 0 TRAP 0 50
*
2047 KK CH94
2048 BA 0.363
2049 PB 2.77
2050 LS 0 84.0
2051 UD 0.522
*
2052 KK CCH94
2053 KM COMBINE RCH93 AND CH94
2054 KM COLORADO AND LAMB
2055 HC 2
*
2056 KK CCCH94
2057 KM COMBINE RCH92-C AND CCH94
2058 KM COLORADO AND LAMB
2059 HC 2
*
2060 KK RCCCH94
2061 KM ROUTE CCH94 TO CNEL06
2062 KM FACILITY = COLORADO AVENUE SYSTEM
2063 KM FACILITY # = LVCO 0000,0012,0064
2064 KM LINING = RCB
2065 RD 5344 0.0024 0.015 0 TRAP 10 0
*
2066 KK NEL06-C
2067 BA 0.323
2068 PB 2.77
2069 LS 0 88.2
2070 UD 0.483
*
1 HEC-1 INPUT PAGE 56
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2071 KK CNEL06
2072 KM COMBINE RCCH94 AND NEL06
2073 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH
2074 HC 2
*
2075 KK CCNEL06
2076 KM COMBINE RCCNEL04 AND CNEL06
2077 KM LAS VEGAS WASH AND COLORADO AVE.
2078 HC 2
*
2079 KK DSAHARA
2080 KM RETRIEVE DSAHARA
2081 DR DSAHARA
*
2082 KKRDSAHARA
2083 KM ROUTE DSAHARA TO CSA10-1
2084 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2085 KM FACILITY # = BHSA 0331
2086 KM LINING = RCB
2087 RD 2000 0.01 0.015 0 TRAP 14 0
*
2088 KK SA10-2
2089 BA 0.204
2090 PB 2.77
2091 LS 0 91.9
2092 UD 0.633
*
2093 KK SA10-1
2094 BA 0.277
2095 PB 2.77
2096 LS 0 92.6
2097 UD 0.611
*
2098 KK CSA10-1
2099 KM COMBINE SA10-1 AND SA10-2
2100 KM NEAR SAHARA AND UPRR
2101 HC 2
*
2102 KKRCSA10-1
2103 KM ROUTE CSA10-1 TO CCH50
2104 KM FACILITY = FREEWAY CHANNEL BYPASS FACILITY
2105 KM FACILITY # = FWUP 0100, 0059
2106 KM LINING = RCB
2107 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
2108 KK CH50
2109 BA 0.258
2110 PB 2.77
2111 LS 0 94.3
2112 UD 0.544
*
2113 KK CCH50
2114 KM COMBINE CSA10-1 AND CH50
2115 KM WESTERN AND WYOMING
2116 HC 2
*
2117 KK CCCH50
2118 KM COMBINE DSAHARA AND CCH50
2119 KM WESTERN AND WYOMING
2120 HC 2
*
2121 KK RCCCH50
2122 KM ROUTE CCCH50 TO CH51
2123 KM FACILITY = ST LOUIS AVENUE
2124 KM LINING = RCB
2125 RD 3950 0.006 0.015 0 TRAP 14 0
*
2126 KK CH51
2127 BA 0.237
2128 PB 2.77
2129 LS 0 92.5
2130 UD 0.467
*
2131 KK CCH51
2132 KM COMBINE CCCH50 AND CH51
2133 KM LAS VEGAS BLVD AND ST LOUIS AVE
2134 HC 2
*
2135 KK RCH51
2136 KM ROUTE CH51 TO FR01A
2137 KM FACILITY = ST LOUIS AVENUE
2138 KM LINING = RCB
2139 RD 5250 0.006 0.015 0 TRAP 14 0
*
2140 KK FR01A
2141 BA 0.177
2142 PB 2.77
2143 LS 0 91.3
2144 UD 0.499
*
1 HEC-1 INPUT PAGE 58
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2145 KK CFR01A
2146 KM COMBINE CH51 AND FR01A
2147 KM MARYLAND PKWY AND ST LOUIS AVE
2148 HC 2
*
2149 KK RCFR01A
2150 KM ROUTE CFR01A TO FR02C
2151 KM FACILITY = ST LOUIS AVENUE
2152 KM LINING = RCB
2153 RD 5285 0.021 0.015 0 TRAP 14 0
*
2154 KK FR02C
2155 BA 0.258
2156 PB 2.77
2157 LS 0 87.1
2158 UD 0.375
*
2159 KK CFR02C
2160 KM COMBINE RCFR01A AND FR02C
2161 KM EASTERN AND ST LOUIS AVE
2162 HC 2
*
2163 KK RFR02C
2164 KM ROUTE CFR02 TO CSA16B
2165 KM FACILITY = ST LOUIS AVE, MCLEOD ST
2166 KM LINING = RCB
2167 RD 4000 0.010 0.015 0 TRAP 10 0
*
2168 KK SA11
2169 BA 0.395
2170 PB 2.77
2171 LS 0 94.9
2172 UD 0.511
*
2173 KK RCSA11
2174 KM ROUTE CSA11 TO CSA13-CB
2175 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2176 KM FACILITY # = BHSA 0175
2177 KM LINING = RCB
2178 RD 3030 0.0067 0.015 0 TRAP 14 0
*
2179 KK SA13-CB
2180 BA 0.115
2181 PB 2.77
2182 LS 0 93.7
2183 UD 0.328
*
1 HEC-1 INPUT PAGE 59
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2184 KKCSA13-CB
2185 KM COMBINE RSA11 AND SA13-CB
2186 KM MARYLAND PARKWAY AND SAHARA
2187 HC 2
*
2188 KKRCSA13-CB
2189 KM ROUTE CSA13-CB TO CFR01B
2190 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2191 KM FACILITY # = BHSA 0175
2192 KM LINING = RCB
2193 RD 1670 0.0067 0.015 0 TRAP 14 0
*
2194 KK FR01B
2195 BA 0.067
2196 PB 2.77
2197 LS 0 93.1
2198 UD 0.313
*
2199 KK CFR01B
2200 KM COMBINE RCSA13-CB AND FR01B
2201 KM 10TH STREET AND SAHARA
2202 HC 2
*
2203 KK RCFR01B
2204 KM ROUTE CFR01B TO CSA13-CC
2205 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2206 KM FACILITY # = BHSA 0175
2207 KM LINING = RCB
2208 RD 1315 0.0067 0.015 0 TRAP 14 0
*
2209 KK SA13-CC
2210 BA 0.110
2211 PB 2.77
2212 LS 0 94.6
2213 UD 0.319
*
2214 KKCSA13-CC
2215 KM COMBINE RCFR01B AND SA13-CC
2216 KM MARYLAND PARKWAY AND SAHARA
2217 HC 2
*
2218 KKRCSA13-CC
2219 KM ROUTE CSA13-CC TO CFR02A
2220 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2221 KM FACILITY # = BHSA 0075
2222 KM LINING = RCB
2223 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
2224 KK FR02A
2225 BA 0.114
2226 PB 2.77
2227 LS 0 90.9
2228 UD 0.275
*
2229 KK CFR02A
2230 KM COMBINE RCSA13-CC AND FR02A
2231 KM 15TH STREET AND SAHARA
2232 HC 2
*
2233 KK RCFR02A
2234 KM ROUTE CFR02A TO CFR02B
2235 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2236 KM FACILITY # = BHSA 0075
2237 KM LINING = RCB
2238 RD 1240 0.0211 0.015 0 TRAP 12 0
*
2239 KK FR02B
2240 BA 0.042
2241 PB 2.77
2242 LS 0 86.2
2243 UD 0.152
*
2244 KK CFR02B
2245 KM COMBINE RCFR02A AND FR02B
2246 KM 17TH STREET AND SAHARA
2247 HC 2
*
2248 KK SA14A
2249 BA 0.127
2250 PB 2.77
2251 LS 0 90.7
2252 UD 0.228
*
2253 KK CSA14A
2254 KM COMBINE CFR02B AND SA14A
2255 KM SPENCER AND SAHARA
2256 HC 2
*
2257 KK RCSA14A
2258 KM ROUTE CSA14A TO CSA14B
2259 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2260 KM FACILITY # = BHSA 0075
2261 KM LINING = RCB
2262 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
2263 KK SA13-CA
2264 BA 0.245
2265 PB 2.77
2266 LS 0 94.5
2267 UD 0.631
*
2268 KKRSA13-CA
2269 KM ROUTE SA13-CA TO CFW40A
2270 KM FACILITY = KAREN AVE
2271 RD 4070 0.0214 0.016 0 TRAP 0 50
*
2272 KK FW40A
2273 BA 0.118
2274 PB 2.77
2275 LS 0 85.1
2276 UD 0.264
*
2277 KK CFW40A
2278 KM COMBINE RSA13-CA AND FW40A
2279 KM BURNHAM AND KAREN
2280 HC 2
*
2281 KK DFW40AN
2282 KM FLOW SPLIT AT BURNHAM/KAREN
2283 KM DIVERTED FLOW CONTINUES IN KAREN
2284 DT DFW40AE
2285 DI 0 100 200 300
2286 DQ 0 82 164 246
*
2287 KKRDFW40AN
2288 KM ROUTE DFW40AN TO CSA14B
2289 KM FACILITY = BURNHAM AVE
2290 RD 1250 0.0080 0.016 0 TRAP 0 50
*
2291 KK SA14B
2292 BA 0.058
2293 PB 2.77
2294 LS 0 90.9
2295 UD 0.175
*
2296 KK CSA14B
2297 KM COMBINE RCSA14A, RDFW40AN AND SA14B
2298 KM BURNHAM AND SAHARA
2299 HC 3
*
1 HEC-1 INPUT PAGE 62
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2300 KK RCSA14B
2301 KM ROUTE CSA14B TO CSA14C
2302 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2303 KM FACILITY # = BHSA 0075
2304 KM LINING = RCB
2305 RD 1325 0.0211 0.015 0 TRAP 12 0
*
2306 KK SA14C
2307 BA 0.060
2308 PB 2.77
2309 LS 0 93.2
2310 UD 0.179
*
2311 KK CSA14C
2312 KM COMBINE RCSA14B AND SA14C
2313 KM EASTERN AND SAHARA
2314 HC 2
*
2315 KK RCSA14C
2316 KM ROUTE CSA14C TO CSA16A
2317 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2318 KM FACILITY # = BHSA 0026
2319 KM LINING = RCB
2320 RD 1300 0.013 0.015 0 TRAP 14 0
*
2321 KK SA16A
2322 BA 0.059
2323 PB 2.77
2324 LS 0 90.9
2325 UD 0.199
*
2326 KK CSA16A
2327 KM COMBINE RCSA14C AND SA16A
2328 KM ATLANTIC AND SAHARA
2329 HC 2
*
2330 KK RCSA16A
2331 KM ROUTE CSA16A TO CSA16B
2332 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2333 KM FACILITY # = BHSA 0026
2334 KM LINING = RCB
2335 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
2336 KK DFW40AE
2337 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN
2338 DR DFW40AE
*
2339 KK FW41A
2340 BA 0.160
2341 PB 2.77
2342 LS 0 84.0
2343 UD 0.337
*
2344 KK CFW41A
2345 KM COMBINE DFW40AE AND FW41A
2346 KM MCLEOD AND KAREN
2347 HC 2
*
2348 KK DFW41AN
2349 KM FLOW SPLIT AT MCLEOD/KAREN
2350 KM DIVERTED FLOW CONTINUES IN KAREN
2351 DT DFW41AE
2352 DI 0 100 200 300 400
2353 DQ 0 63 128 194 260
*
2354 KKRDFW41AN
2355 KM ROUTE DFW41AN TO CSA16B
2356 KM FACILITY = MCLEOD DR
2357 RD 1295 0.0116 0.016 0 TRAP 0 50
*
2358 KK SA16B
2359 BA 0.060
2360 PB 2.77
2361 LS 0 89.6
2362 UD 0.206
*
2363 KK CSA16B
2364 KM COMBINE RFR02C, RCSA16A, RDFW41AN AND SA16B
2365 KM MCLEOD AND SAHARA
2366 HC 4
*
2367 KK RCSA16B
2368 KM ROUTE CSA16B TO CSA16C
2369 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2370 KM FACILITY # = BHSA 0026
2371 KM LINING = RCB
2372 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
2373 KK SA16C
2374 BA 0.065
2375 PB 2.77
2376 LS 0 90.6
2377 UD 0.192
*
2378 KK CSA16C
2379 KM COMBINE RCSA16B AND SA16C
2380 KM SAHARA AND MOJAVE
2381 HC 2
*
2382 KK FR03-B
2383 BA 0.065
2384 PB 2.77
2385 LS 0 90.6
2386 UD 0.192
*
2387 KK CFR03B
2388 KM COMBINE CSA16C AND FR03-B
2389 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET
2390 HC 2
*
2391 KK RCFR03B
2392 KM ROUTE CFR03B TO CCFR03
2393 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2394 KM FACILITY # = BHSA 0000
2395 KM LINING = RCB
2396 RD 1300 0.0079 0.015 0 TRAP 14 0
*
2397 KK CH52-C
2398 BA 0.311
2399 PB 2.77
2400 LS 0 94.8
2401 UD 0.389
*
2402 KK RCCH52
2403 KM ROUTE CH52 TO CCH56
2404 KM FACILITY = FLAMINGO - BOULDER NORTH
2405 KM FACILITY # = FLBN 0281
2406 KM LINING = RCB
2407 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
2408 KK CH56-A
2409 BA 0.140
2410 PB 2.77
2411 LS 0 92.4
2412 UD 0.362
*
2413 KK CCH56A
2414 KM COMBINE RCCH52 AND CH56-A
2415 KM CHARLESTON AND 10TH ST
2416 HC 2
*
2417 KK RCCH56A
2418 KM ROUTE CCH56A TO CCH56B
2419 KM FACILITY = FLAMINGO - BOULDER NORTH
2420 KM FACILITY # = FLBN 0281
2421 KM LINING = RCB
2422 RD 1100 0.0133 0.015 0 TRAP 10 0
*
2423 KK CH56-B
2424 BA 0.244
2425 PB 2.77
2426 LS 0 90.0
2427 UD 0.492
*
2428 KK DFLAM
2429 KM RETRIEVE DFLAM
2430 DR DFLAM
*
2431 KK RDFLAM
2432 KM ROUTE DFLAM TO CCH60A
2433 KM FACILITY = FLAMINGO - MARYLAND PARKWAY
2434 KM FACILITY # = FLMP 0000
2435 KM LINING = RCB
2436 RD 5300 0.0049 0.015 0 TRAP 8 0
*
2437 KK CH60-A
2438 BA 0.377
2439 PB 2.77
2440 LS 0 91.8
2441 UD 0.440
*
2442 KK CCH60A
2443 KM COMBINE RDFLAM AND CH60-A
2444 HC 2
*
1 HEC-1 INPUT PAGE 66
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2445 KK CCH56B
2446 KM COMBINE RCCH56A, CH56-B, AND CCH60A
2447 KM MARYLAND PARKWAY AND CHARLESTON
2448 HC 3
*
2449 KK RCCH56B
2450 KM ROUTE CCH56B TO CCH63-A
2451 KM FACILITY = FLAMINGO - BOULDER NORTH
2452 KM FACILITY # = FLBN 0205
2453 KM LINING = RCB
2454 RD 1200 0.023 0.015 0 TRAP 10 0
*
2455 KK CH63-A
2456 BA 0.112
2457 PB 2.77
2458 LS 0 89.7
2459 UD 0.245
*
2460 KK CCH63A
2461 KM COMBINE RCCH56B AND CH63-A
2462 KM CHARLESTON AND 15TH ST
2463 HC 2
*
2464 KK RCCH63A
2465 KM ROUTE CCH63A TO CCH63B
2466 KM FACILITY = FLAMINGO - BOULDER NORTH
2467 KM FACILITY # = FLBN 0205
2468 KM LINING = RCB
2469 RD 2800 0.023 0.015 0 TRAP 10 0
*
2470 KK CH63-B
2471 BA 0.153
2472 PB 2.77
2473 LS 0 90.4
2474 UD 0.172
*
2475 KK CCH63B
2476 KM COMBINE RCCH63A AND CH63-B
2477 KM CHARLESTON AND BURNHAM
2478 HC 2
*
2479 KK RCCH63B
2480 KM ROUTE CCH63B TO CCH68A
2481 KM FACILITY = FLAMINGO - BOULDER NORTH
2482 KM FACILITY # = FLBN 0180
2483 KM LINING = RCB
2484 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
2485 KK CH68-A
2486 BA 0.294
2487 PB 2.77
2488 LS 0 90.2
2489 UD 0.367
*
2490 KK CCH68A
2491 KM COMBINE RCCH63B AND CH68-A
2492 KM CHARLESTON AND BOULDER HIGHWAY
2493 HC 2
*
2494 KK RCCH68A
2495 KM ROUTE CCH68A TO CCH67A
2496 KM FACILITY = FLAMINGO - BOULDER NORTH
2497 KM FACILITY # = FLBN 0038
2498 KM LINING = RCB
2499 RD 960 0.0059 0.015 0 TRAP 15 0
*
2500 KK CH67-A
2501 BA 0.333
2502 PB 2.77
2503 LS 0 86.0
2504 UD 0.359
*
2505 KK CCH67A
2506 KM COMBINE RCCH68A AND CH67-A
2507 HC 2
*
2508 KK RCCH67A
2509 KM ROUTE CCH67A TO CFR04
2510 KM FACILITY = FLAMINGO - BOULDER NORTH
2511 KM FACILITY # = FLBN 0038
2512 KM LINING = RCB
2513 RD 4340 0.0059 0.015 0 TRAP 15 0
*
2514 KK CH64-A
2515 BA 0.297
2516 PB 2.77
2517 LS 0 90.0
2518 UD 0.527
*
2519 KK RCH64-A
2520 KM ROUTE CH64-A TO CFR04A
2521 KM OAKEY TO BOULDER HIGHWAY
2522 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
2523 KK FR04-A
2524 BA 0.255
2525 PB 2.77
2526 LS 0 87.8
2527 UD 0.343
*
2528 KK CFR04A
2529 KM COMBINE RCH64 AND FR04-A
2530 HC 2
*
2531 KK CCFR04A
2532 KM COMBINE RCCH67A AND CFR04A
2533 KM OAKEY AND BOULDER HIGHWAY
2534 HC 2
*
2535 KKRCCFR04A
2536 KM ROUTE CCFR04A TO CCFR03A
2537 KM FACILITY = FLAMINGO - BOULDER NORTH
2538 KM FACILITY # = FLBN 0038
2539 KM LINING = RCB
2540 RD 1800 0.0059 0.015 0 TRAP 15 0
*
2541 KK FR03-A
2542 BA 0.233
2543 PB 2.77
2544 LS 0 84.8
2545 UD 0.361
*
2546 KK CFR03A
2547 KM COMBINE RCCFR04A AND FR03-A
2548 KM BOULDER HIGHWAY AND ST. LOUIS
2549 HC 2
*
2550 KK RCFR03A
2551 KM ROUTE CFR03A TO CFR03C
2552 KM FACILITY = FLAMINGO - BOULDER NORTH
2553 KM FACILITY # = FLBN 0038
2554 KM LINING = RCB
2555 RD 2000 0.0059 0.015 0 TRAP 15 0
*
2556 KK FR03-C
2557 BA 0.036
2558 PB 2.77
2559 LS 0 92.0
2560 UD 0.230
*
1 HEC-1 INPUT PAGE 69
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2561 KK CCFR03
2562 KM COMBINE RCFR03B, RCFR03A AND FR03-C
2563 KM BOULDER HIGHWAY AND SAHARA
2564 HC 3
*
2565 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
44 FW01
V
V
57 RFW1
.
.
61 . FW02
. .
. .
66 CFW2............
V
V
70 RCFW2
.
.
74 . FW03
. .
. .
79 CFW3............
V
V
83 RCFW3
.
.
89 . FW5
. .
. .
94 CFW5............
.
.
102 .-------> DFW11
98 DFW5
V
V
105 RDFW5
.
.
111 . CE2EA-C
. V
. V
116 . RCE2EA
. .
. .
120 . . R4C1
. . .
. . .
125 CR4C1........................
V
V
129 RCR4C1
.
.
135 . CE2EC
. V
. V
140 . RCE2EC
. .
. .
144 . . CE2ED-C
. . .
. . .
149 . CCE2ED-C............
. .
. .
158 . .-------> DCPS03
153 . DCCE2ED
. V
. V
161 . RDCCE2ED
. .
. .
165 . . CE3FA
. . .
. . .
170 CCE3FA........................
V
V
174 RCCE3FA
.
.
180 . PS01-C
. V
. V
185 . RPS01-C
. .
. .
191 . . PS03
. . .
. . .
196 . CPS03............
. .
. .
200 . . ED01
. . V
. . V
205 . . RED01
. . .
. . .
209 . . . ED02
. . . .
. . . .
214 . . . . ED11
. . . . .
. . . . .
219 . . . . . ED12
. . . . . .
. . . . . .
224 . . . . CED12............
. . . . V
. . . . V
228 . . . . RCED12
. . . . .
. . . . .
232 . . . . . ED13
. . . . . .
. . . . . .
237 . . . . CED13............
. . . . V
. . . . V
241 . . . . RCED13
. . . . .
. . . . .
247 . . CED02........................
. . V
. . V
251 . . RCED02
. . .
. . .
259 . . . .<------- DCPS03
257 . . . DCPS03
. . . V
. . . V
260 . . . RDPS03
. . . .
. . . .
264 . CCPS03........................
. V
. V
268 . RCCPS03
. .
. .
274 . . PS06-C
. . .
. . .
279 . CPS06............
. .
. .
283 CCPS06............
V
V
287 RCCPS06
.
.
293 . FW09
. .
. .
301 . .-------> DSM
298 . DSPM
. V
. V
304 . RDSPM
. .
. .
309 . . CE3FD-C
. . .
. . .
314 . CCE3FD-C............
. V
. V
318 . RCCE3FD
. .
. .
324 CRCPS06............
V
V
328 RCRCPS06
.
.
334 . PS08
. .
. .
339 CPS08............
.
.
343 . ED05-C
. V
. V
348 . RED05-C
. .
. .
352 CCPS08............
V
V
356 RCCPS08
.
.
362 . ED10-C
. .
. .
367 CED10-C............
V
V
371 RCED10-C
.
.
377 . SA06-C
. V
. V
382 . RSA06-C
. .
. .
388 . . SA08
. . .
. . .
393 . CSA08............
. .
. .
397 CCSA08............
.
.
405 .-------> DSAHARA
401 DCCSA08
V
V
408 RCCSA08
.
.
414 . CH14-C
. V
. V
419 . RCH14-C
. .
. .
423 . . OK09-C
. . .
. . .
428 . COK09-C............
. V
. V
432 . RCOK09-C
. .
. .
438 . . OK10
. . .
. . .
443 . COK10............
. V
. V
447 . RCOK10
. .
. .
453 . . OK11-C
. . .
. . .
458 . 1COK11C............
. .
. .
462 COK11C............
V
V
466 RCOK11C
.
.
472 . WAL1
. V
. V
477 . RWAL1
. .
. .
481 . . WAL2
. . .
. . .
486 . CWAL2............
. .
. .
489 CCWAL2............
V
V
493 RCCWAL2
.
.
499 . CH15-C
. V
. V
504 . RCH15-C
. .
. .
508 . . CH18-C
. . .
. . .
513 . CCH18-C............
. V
. V
517 . RCCH18-C
. .
. .
523 . . AL92
. . .
. . .
532 . . .-------> DAL93
528 . . DAL92
. . V
. . V
535 . . RDAL92
. . .
. . .
539 . . . AL95-C
. . . .
. . . .
544 . . CAL95............
. . V
. . V
548 . . RCAL95-C
. . .
. . .
554 . CCCH18-C............
. V
. V
558 . RCCCH18C
. .
. .
564 . . CH22-C
. . .
. . .
569 . CCH22............
. .
. .
573 CCCH22............
V
V
577 RCCCH22
.
.
583 . AL96-C
. .
. .
588 CAL96............
V
V
592 RCAL96
.
.
600 . .<------- DAL93
598 . DAL93
. V
. V
601 . RDAL93
. .
. .
605 . . AL93-C
. . .
. . .
610 CAL93........................
.
.
614 . 1-GOLF
. V
. V
619 . R1-GOLF
. .
. .
623 . . 2a-OAK-C
. . .
. . .
628 . C2a-OAK............
. V
. V
632 . RC2a-OAK
. .
. .
636 . . 3-ELP-C
. . .
. . .
641 . C3-ELP-C............
. V
. V
645 . RC3-ELPC
. .
. .
651 . . 3a-OAK-C
. . .
. . .
656 . C3a-OAKC............
. V
. V
660 . RC3aOAKC
. .
. .
666 . . 3-HOLM-C
. . V
. . V
671 . . R3-HOLMC
. . .
. . .
677 . . . 5-OAK-C
. . . .
. . . .
682 . . C5-OAK-C............
. . .
. . .
686 . OAKEYIN............
. V
. V
691 . OAKEYDB
. V
. V
712 . OAKEYOT
. .
. .
718 . . SA01-C
. . V
. . V
723 . . RSA01-C
. . .
. . .
727 . . . SA05
. . . .
. . . .
732 . . CSA05............
. . V
. . V
736 . . RCSA05
. . .
. . .
742 . . . SA06
. . . .
. . . .
747 . . CSA06............
. . .
. . .
751 . . . OK06-C
. . . V
. . . V
756 . . . ROK06-C
. . . .
. . . .
760 . . . . OK07
. . . . .
. . . . .
765 . . COK07........................
. . V
. . V
769 . . RCOK07
. . .
. . .
775 . . . OK03-C
. . . V
. . . V
780 . . . ROK03-C
. . . .
. . . .
784 . . . . OK04-C
. . . . .
. . . . .
789 . . COK04-C........................
. . V
. . V
793 . . RCOK04-C
. . .
. . .
799 . . . OK08
. . . .
. . . .
804 . . COK08............
. . .
. . .
808 . CCOK08............
. V
. V
812 . RCCOK08
. .
. .
818 . . CH04-C
. . V
. . V
823 . . RCH04-C
. . .
. . .
829 . . . CH05-C
. . . .
. . . .
834 . . CCH05-C............
. . V
. . V
838 . . RCCH05-C
. . .
. . .
844 . . . CH09-C
. . . .
. . . .
849 . . CCH09-C............
. . V
. . V
853 . . RCCH09-C
. . .
. . .
859 . . . CH10
. . . .
. . . .
864 . . CCH10............
. . V
. . V
868 . . RCCH10
. . .
. . .
874 . . . OK12
. . . .
. . . .
879 . COK12........................
. V
. V
883 . RCOK12
. .
. .
889 . . CH14B
. . .
. . .
894 . CCH14B............
. V
. V
898 . RCCH14B
. .
. .
904 . . OK13
. . .
. . .
909 . COK13............
. V
. V
913 . RCOK13
. .
. .
919 . . R1
. . V
. . V
924 . . PR1
. . V
. . V
933 . . RPR1
. . .
. . .
937 . . . R3
. . . .
. . . .
942 . . . . R2
. . . . .
. . . . .
947 . . CR2........................
. . .
. . .
955 . . .-------> DAL00A
951 . . DCR2
. . V
. . V
958 . . RDCR2
. . .
. . .
964 . . . AL01A
. . . .
. . . .
969 . . CAL01A............
. . V
. . V
973 . . RCAL01A
. . .
. . .
979 . . . US
. . . .
. . . .
984 . . CUS............
. . .
. . .
988 . . . AL04-C
. . . V
. . . V
993 . . . RAL04-C
. . . .
. . . .
999 . . CCUS............
. . V
. . V
1003 . . RCCUS
. . .
. . .
1009 . . . AL05-C
. . . .
. . . .
1014 . . . . GS
. . . . .
. . . . .
1023 . . . . .-------> DGSR
1019 . . . . DGS
. . . . .
. . . . .
1026 . . CAL05-C........................
. . V
. . V
1030 . . RCAL05-C
. . .
. . .
1036 . . . BR3
. . . .
. . . .
1041 . . CBR3............
. . V
. . V
1045 . . RCBR3
. . .
. . .
1051 . . . AL09-C
. . . V
. . . V
1056 . . . RAL09-C
. . . .
. . . .
1062 . . . . .<------- DGSR
1060 . . . . DGSR
. . . . V
. . . . V
1063 . . . . RDGSR
. . . . .
. . . . .
1067 . . . . . AL11-C
. . . . . .
. . . . . .
1072 . . CAL11-C....................................
. . V
. . V
1076 . . RCAL11-C
. . .
. . .
1082 . . . AL10-C
. . . .
. . . .
1087 . . CAL10-C............
. . V
. . V
1091 . . RCAL10-C
. . .
. . .
1097 . . . AL13-3
. . . .
. . . .
1102 . . CAL13-3............
. . .
. . .
1106 . . . AL14
. . . V
. . . V
1111 . . . RAL14
. . . .
. . . .
1115 . . . . AL16
. . . . .
. . . . .
1120 . . 1CAL16........................
. . .
. . .
1124 . . . AL09
. . . V
. . . V
1129 . . . RAL09
. . . .
. . . .
1133 . . . . CH14A
. . . . .
. . . . .
1138 . . . CCH14A............
. . . V
. . . V
1142 . . . RCCH14A
. . . .
. . . .
1148 . . CAL16............
. . V
. . V
1152 . . RCAL16
. . .
. . .
1158 . CCAL16............
. V
. V
1162 . RCCAL16
. .
. .
1168 . . AL90-C
. . .
. . .
1173 . CAL90-C............
. V
. V
1176 . RCAL90-C
. .
. .
1182 . . MEDB
. . .
. . .
1187 . MEADOWIN............
. V
. V
1192 . MEADOWDB
. V
. V
1216 . MEADOWOT
. .
. .
1224 . . .<------- DAL00A
1222 . . DAL00A
. . V
. . V
1225 . . RDAL00A
. . .
. . .
1231 . . . AL00A
. . . .
. . . .
1236 . . . . AL00A-C
. . . . .
. . . . .
1241 . . RAINBWIN........................
. . V
. . V
1245 . . RAINBWDB
. . V
. . V
1268 . . RAINBWOT
. . .
. . .
1274 . . . LC01-C
. . . .
. . . .
1279 . . CLC01-C............
. . V
. . V
1283 . . RCLC01-C
. . .
. . .
1289 . . . WA02-C
. . . .
. . . .
1294 . . CWA02-C............
. . .
. . .
1298 . . . AL01B-C
. . . .
. . . .
1303 . . CCWA02-C............
. . V
. . V
1307 . . RCCWA02C
. . .
. . .
1313 . . . LC11-C
. . . .
. . . .
1318 . . CLC11-C............
. . V
. . V
1322 . . RCLC11-C
. . .
. . .
1328 . . . LC14-C
. . . .
. . . .
1333 . . CLC14-C............
. . .
. . .
1337 . . . WA10-C
. . . .
. . . .
1346 . . . .-------> WA10NW
1342 . . . WA10D
. . . V
. . . V
1349 . . . RWA10D
. . . .
. . . .
1355 . . CCLC14-C............
. . V
. . V
1359 . . RCCLC14
. . .
. . .
1365 . CRMEDET............
. V
. V
1369 . RCRMEDET
. .
. .
1375 . . LC16-C
. . .
. . .
1380 . . . OG011AC2
. . . .
. . . .
1389 . . . .-------> OG011D
1385 . . . OG011AD
. . . V
. . . V
1392 . . . ROG011AD
. . . .
. . . .
1396 . . . . WA01-C
. . . . .
. . . . .
1401 . . . CWA01-C............
. . . V
. . . V
1405 . . . RWA01
. . . .
. . . .
1409 . . . . WA04-C
. . . . .
. . . . .
1414 . . . CWA04-C............
. . . V
. . . V
1418 . . . RCWA04
. . . .
. . . .
1424 . . . . WA09-C
. . . . .
. . . . .
1429 . . . CWA09-C............
. . . V
. . . V
1433 . . . RCWA09
. . . .
. . . .
1441 . . . . .<------- WA10NW
1439 . . . . WA10NW
. . . . .
. . . . .
1442 . . . CWA10NW............
. . . V
. . . V
1446 . . . RCWA10NW
. . . .
. . . .
1452 . . . . WA13-C
. . . . .
. . . . .
1457 . . . CWA13-C............
. . . .
. . . .
1464 . . . .-------> WA13NW
1461 . . . WA13D
. . . V
. . . V
1467 . . . RWA13D
. . . .
. . . .
1473 . . CLC16-C............
. . .
. . .
1477 . CCLC16-C............
. V
. V
1481 . RCCLC16
. .
. .
1487 . . LC20-C
. . .
. . .
1492 . CLC20-C............
. V
. V
1496 . RCLC20-C
. .
. .
1502 CCAL93............
V
V
1506 RCCAL93
.
.
1512 . LC21
. .
. .
1517 CLC21............
.
.
1525 .-------> DLVOE
1521 DCLC21
V
V
1528 RDCLC21
.
.
1534 . V1-C
. .
. .
1539 . . CH59-C
. . .
. . .
1549 . . .-------> DFLAM
1544 . . DCH59-C
. . .
. . .
1556 . . .-------> DBN03
1552 . . DDCH59-C
. . V
. . V
1559 . . RDDCH59
. . .
. . .
1564 CV1-C........................
V
V
1568 RCV1-C
.
.
1574 . X-C1
. .
. .
1579 CX-C1............
V
V
1583 RCX-C1
.
.
1589 . M
. V
. V
1594 . RM
. .
. .
1598 . . N-C
. . .
. . .
1603 CN-C........................
V
V
1607 RCN-C
.
.
1613 . P-C
. .
. .
1618 CP-C............
V
V
1622 RCP-C
.
.
1628 . Q-C
. .
. .
1633 CQ-C............
V
V
1637 RCQ-C
.
.
1643 . LVW01-C
. .
. .
1648 CLVW01-C............
.
.
1654 . .<------- DLVOE
1652 . DLVOE
. V
. V
1655 . RDLVOE
. .
. .
1661 . . H-C1
. . .
. . .
1666 . CH-C1............
. V
. V
1670 . RCH-C1
. .
. .
1676 . . E-C
. . .
. . .
1681 . CE-C............
. V
. V
1685 . RCE-C
. .
. .
1691 . . G
. . .
. . .
1696 . CG............
. V
. V
1700 . RCG
. .
. .
1706 . . K-C1
. . .
. . .
1711 . CK-C1............
. V
. V
1715 . RCK-C1
. .
. .
1721 CCLVW01C............
V
V
1725 RCCLVW01
.
.
1731 . BN06-C
. .
. .
1736 . . BN03-C
. . .
. . .
1743 . . . .<------- DBN03
1741 . . . DBN03
. . . V
. . . V
1744 . . . RDBN03
. . . .
. . . .
1748 . CBN03........................
. V
. V
1752 . RCBN03
. .
. .
1758 . . BN08
. . .
. . .
1763 . CBN08............
. V
. V
1767 . RCBN08
. .
. .
1773 . . BN09
. . .
. . .
1778 . CBN09............
. V
. V
1782 . RCBN09
. .
. .
1788 . . BN10-C
. . .
. . .
1793 . CBN10-C............
. V
. V
1797 . RCBN10-C
. .
. .
1803 . . BN12-C
. . .
. . .
1808 . CBN12-C............
. V
. V
1812 . RCBN12-C
. .
. .
1818 . . BN15-C
. . .
. . .
1823 . CBN15-C............
. .
. .
1827 CCBN15-C............
V
V
1831 RCBN15-C
.
.
1837 . CA03
. V
. V
1842 . RCA03
. .
. .
1846 . . CA04-C
. . .
. . .
1851 . CCA04............
. V
. V
1855 . RCCA04
. .
. .
1861 . . CA05
. . .
. . .
1866 . CCA05............
. V
. V
1870 . RCCA05
. .
. .
1876 . . CA06-C
. . .
. . .
1881 . CCA06............
. V
. V
1885 . RCCA06
. .
. .
1891 . . CA08-C
. . .
. . .
1896 . CCA08-C............
. V
. V
1900 . RCCA08-C
. .
. .
1906 . . CA10-C
. . .
. . .
1911 . CCA10-C............
. .
. .
1915 CCCA10-C............
V
V
1919 RCCCA10C
.
.
1925 . ST01-C
. V
. V
1930 . RST01-C
. .
. .
1934 . . ST03-C
. . .
. . .
1939 . CST03-C............
. .
. .
1943 CCST03-C............
V
V
1947 RCCST03C
.
.
1953 . CH70-C
. .
. .
1958 . . CH73
. . .
. . .
1963 . CCH73-C............
. V
. V
1967 . RCH73
. .
. .
1971 . . CH75-C
. . .
. . .
1976 . CCH75-C............
. .
. .
1980 . . CH76
. . .
. . .
1985 . CCH76............
. V
. V
1989 . RCCH76
. .
. .
1995 . . CH77-C
. . .
. . .
2000 . CCH77-C............
. .
. .
2004 CCCH77-C............
V
V
2008 RCCCH73
.
.
2014 . CH91-C
. V
. V
2019 . RCH91-C
. .
. .
2023 . . CH92-C
. . .
. . .
2028 . CCH92-C............
. V
. V
2032 . RCH92-C
. .
. .
2038 . . CH93
. . V
. . V
2043 . . RCH93
. . .
. . .
2047 . . . CH94
. . . .
. . . .
2052 . . CCH94............
. . .
. . .
2056 . CCCH94............
. V
. V
2060 . RCCCH94
. .
. .
2066 . . NEL06-C
. . .
. . .
2071 . CNEL06............
. .
. .
2075 CCNEL06............
.
.
2081 . .<------- DSAHARA
2079 . DSAHARA
. V
. V
2082 . RDSAHARA
. .
. .
2088 . . SA10-2
. . .
. . .
2093 . . . SA10-1
. . . .
. . . .
2098 . . CSA10-1............
. . V
. . V
2102 . . RCSA10-1
. . .
. . .
2108 . . . CH50
. . . .
. . . .
2113 . . CCH50............
. . .
. . .
2117 . CCCH50............
. V
. V
2121 . RCCCH50
. .
. .
2126 . . CH51
. . .
. . .
2131 . CCH51............
. V
. V
2135 . RCH51
. .
. .
2140 . . FR01A
. . .
. . .
2145 . CFR01A............
. V
. V
2149 . RCFR01A
. .
. .
2154 . . FR02C
. . .
. . .
2159 . CFR02C............
. V
. V
2163 . RFR02C
. .
. .
2168 . . SA11
. . V
. . V
2173 . . RCSA11
. . .
. . .
2179 . . . SA13-CB
. . . .
. . . .
2184 . . CSA13-CB............
. . V
. . V
2188 . . RCSA13-C
. . .
. . .
2194 . . . FR01B
. . . .
. . . .
2199 . . CFR01B............
. . V
. . V
2203 . . RCFR01B
. . .
. . .
2209 . . . SA13-CC
. . . .
. . . .
2214 . . CSA13-CC............
. . V
. . V
2218 . . RCSA13-C
. . .
. . .
2224 . . . FR02A
. . . .
. . . .
2229 . . CFR02A............
. . V
. . V
2233 . . RCFR02A
. . .
. . .
2239 . . . FR02B
. . . .
. . . .
2244 . . CFR02B............
. . .
. . .
2248 . . . SA14A
. . . .
. . . .
2253 . . CSA14A............
. . V
. . V
2257 . . RCSA14A
. . .
. . .
2263 . . . SA13-CA
. . . V
. . . V
2268 . . . RSA13-CA
. . . .
. . . .
2272 . . . . FW40A
. . . . .
. . . . .
2277 . . . CFW40A............
. . . .
. . . .
2284 . . . .-------> DFW40AE
2281 . . . DFW40AN
. . . V
. . . V
2287 . . . RDFW40AN
. . . .
. . . .
2291 . . . . SA14B
. . . . .
. . . . .
2296 . . CSA14B........................
. . V
. . V
2300 . . RCSA14B
. . .
. . .
2306 . . . SA14C
. . . .
. . . .
2311 . . CSA14C............
. . V
. . V
2315 . . RCSA14C
. . .
. . .
2321 . . . SA16A
. . . .
. . . .
2326 . . CSA16A............
. . V
. . V
2330 . . RCSA16A
. . .
. . .
2338 . . . .<------- DFW40AE
2336 . . . DFW40AE
. . . .
. . . .
2339 . . . . FW41A
. . . . .
. . . . .
2344 . . . CFW41A............
. . . .
. . . .
2351 . . . .-------> DFW41AE
2348 . . . DFW41AN
. . . V
. . . V
2354 . . . RDFW41AN
. . . .
. . . .
2358 . . . . SA16B
. . . . .
. . . . .
2363 . CSA16B....................................
. V
. V
2367 . RCSA16B
. .
. .
2373 . . SA16C
. . .
. . .
2378 . CSA16C............
. .
. .
2382 . . FR03-B
. . .
. . .
2387 . CFR03B............
. V
. V
2391 . RCFR03B
. .
. .
2397 . . CH52-C
. . V
. . V
2402 . . RCCH52
. . .
. . .
2408 . . . CH56-A
. . . .
. . . .
2413 . . CCH56A............
. . V
. . V
2417 . . RCCH56A
. . .
. . .
2423 . . . CH56-B
. . . .
. . . .
2430 . . . . .<------- DFLAM
2428 . . . . DFLAM
. . . . V
. . . . V
2431 . . . . RDFLAM
. . . . .
. . . . .
2437 . . . . . CH60-A
. . . . . .
. . . . . .
2442 . . . . CCH60A............
. . . . .
. . . . .
2445 . . CCH56B........................
. . V
. . V
2449 . . RCCH56B
. . .
. . .
2455 . . . CH63-A
. . . .
. . . .
2460 . . CCH63A............
. . V
. . V
2464 . . RCCH63A
. . .
. . .
2470 . . . CH63-B
. . . .
. . . .
2475 . . CCH63B............
. . V
. . V
2479 . . RCCH63B
. . .
. . .
2485 . . . CH68-A
. . . .
. . . .
2490 . . CCH68A............
. . V
. . V
2494 . . RCCH68A
. . .
. . .
2500 . . . CH67-A
. . . .
. . . .
2505 . . CCH67A............
. . V
. . V
2508 . . RCCH67A
. . .
. . .
2514 . . . CH64-A
. . . V
. . . V
2519 . . . RCH64-A
. . . .
. . . .
2523 . . . . FR04-A
. . . . .
. . . . .
2528 . . . CFR04A............
. . . .
. . . .
2531 . . CCFR04A............
. . V
. . V
2535 . . RCCFR04A
. . .
. . .
2541 . . . FR03-A
. . . .
. . . .
2546 . . CFR03A............
. . V
. . V
2550 . . RCFR03A
. . .
. . .
2556 . . . FR03-C
. . . .
. . . .
2561 . 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 12:52:43 * * (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 = STL4.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 = SW4.DAT
INPUT FILE DATE = MAY 2008
DESIGN STORM = 100-YEAR 6-HR STORM
STORM DISTRIBUTION = SDN #4
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.
8-9 0.875
9-10 0.865
10-11 0.857
11-12 0.85
41 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
.88 .87 .86 .85
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
686 KK * OAKEYIN *
* *
**************
689 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
690 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
***
***********************************************************************************************************************************
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 46. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 38. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 31. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 12. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 4. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 9. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 12. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 15. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 15. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 14. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 14. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 14. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 15. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 16. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 19. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 24. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 31. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 40. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 49. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 57. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 63. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 67. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 70. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 73. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 76. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 80. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 84. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 87. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 88. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 88. * 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 96. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 104. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 116. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 135. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 170. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 230. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 327. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 475. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 689. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 939. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1147. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1241. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1225. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1128. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 994. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 854. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 717. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 597. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 497. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 421. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 373. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 358. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 371. * 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 59 436. * 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 61 485. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 469. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 426. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 369. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 308. * 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 67 205. * 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 69 137. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 113. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 95. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 82. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 72. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 63. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 54. * 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)
+ 1241. 3.75 266. 67. 64. 64.
(INCHES) 1.318 1.321 1.321 1.321
(AC-FT) 132. 132. 132. 132.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* * *
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 45. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 37. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 4. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 8. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 12. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 14. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 14. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 14. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 13. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 13. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 14. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 15. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 18. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 23. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 30. * 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 47. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 55. * 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 65. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 68. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 71. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 74. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 77. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 81. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 85. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 86. * 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 88. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 94. * 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 37 113. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 132. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 166. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 224. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 320. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 465. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 676. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 921. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1125. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1220. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1207. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1112. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 980. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 841. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 706. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 588. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 490. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 415. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 368. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 353. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 366. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 395. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 430. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 463. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 477. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 461. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 420. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 363. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 303. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 249. * 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 69 135. * 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 94. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 81. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 71. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 62. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 54. * 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)
+ 1220. 3.75 262. 66. 63. 63.
(INCHES) 1.295 1.299 1.299 1.299
(AC-FT) 130. 130. 130. 130.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* * *
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 45. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 37. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 4. * 1 0650 83 8. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 8. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 11. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 13. * 1 0705 86 3. * 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 13. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 12. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 12. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 13. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 15. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 17. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 22. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 29. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 37. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 46. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 53. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 59. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 63. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 66. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 69. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 72. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 76. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 80. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 83. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 84. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 84. * 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 92. * 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 37 111. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 129. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 163. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 220. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 314. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 457. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 665. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 908. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1109. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1201. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1189. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1096. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 968. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 831. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 698. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 580. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 483. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 410. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 363. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 348. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 361. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 390. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 425. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 457. * 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 62 456. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 414. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 358. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 300. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 246. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 200. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 163. * 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 70 110. * 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 70. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 61. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 53. * 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)
+ 1201. 3.75 258. 65. 62. 62.
(INCHES) 1.276 1.280 1.280 1.280
(AC-FT) 128. 128. 128. 128.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* * *
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 44. * 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 30. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 3. * 1 0650 83 8. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 7. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 11. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 12. * 1 0705 86 3. * 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 12. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 12. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 12. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 13. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 14. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 17. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 21. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 28. * 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 45. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 52. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 57. * 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 65. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 67. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 70. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 74. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 78. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 81. * 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 83. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 85. * 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 98. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 109. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 127. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 160. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 217. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 309. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 451. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 656. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 895. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1094. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1185. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1172. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1081. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 955. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 821. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 690. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 574. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 478. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 405. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 359. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 344. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 357. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 385. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 420. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 452. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 466. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 451. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 410. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 355. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 297. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 243. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 198. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 162. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 133. * 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 92. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 79. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 70. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 61. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 52. * 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)
+ 1185. 3.75 255. 64. 61. 61.
(INCHES) 1.259 1.263 1.263 1.263
(AC-FT) 126. 127. 127. 127.
CUMULATIVE AREA = 1.88 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
691 KK * OAKEYDB *
* *
**************
704 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
705 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
706 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
708 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
711 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
710 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 = .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. 118.5 43.2 * 1 1640 201 29. 98.1 41.8
1 0005 2 0. .0 26.0 * 1 0825 102 30. 118.3 43.2 * 1 1645 202 29. 97.9 41.7
1 0010 3 0. .0 26.0 * 1 0830 103 30. 118.1 43.2 * 1 1650 203 29. 97.7 41.7
1 0015 4 0. .0 26.0 * 1 0835 104 30. 117.8 43.2 * 1 1655 204 29. 97.5 41.7
1 0020 5 0. .0 26.0 * 1 0840 105 30. 117.6 43.1 * 1 1700 205 29. 97.3 41.7
1 0025 6 0. .0 26.0 * 1 0845 106 30. 117.4 43.1 * 1 1705 206 29. 97.1 41.7
1 0030 7 0. .0 26.0 * 1 0850 107 30. 117.2 43.1 * 1 1710 207 29. 96.9 41.7
1 0035 8 0. .0 26.0 * 1 0855 108 30. 117.0 43.1 * 1 1715 208 29. 96.7 41.6
1 0040 9 1. .1 26.1 * 1 0900 109 30. 116.8 43.1 * 1 1720 209 29. 96.5 41.6
1 0045 10 1. .1 26.1 * 1 0905 110 30. 116.6 43.1 * 1 1725 210 29. 96.3 41.6
1 0050 11 2. .2 26.2 * 1 0910 111 30. 116.4 43.1 * 1 1730 211 29. 96.1 41.6
1 0055 12 3. .3 26.3 * 1 0915 112 30. 116.2 43.0 * 1 1735 212 29. 95.9 41.6
1 0100 13 3. .4 26.4 * 1 0920 113 30. 116.0 43.0 * 1 1740 213 29. 95.7 41.6
1 0105 14 4. .5 26.5 * 1 0925 114 30. 115.8 43.0 * 1 1745 214 29. 95.5 41.5
1 0110 15 5. .5 26.5 * 1 0930 115 30. 115.6 43.0 * 1 1750 215 29. 95.3 41.5
1 0115 16 5. .6 26.6 * 1 0935 116 30. 115.4 43.0 * 1 1755 216 29. 95.1 41.5
1 0120 17 6. .7 26.7 * 1 0940 117 30. 115.1 43.0 * 1 1800 217 29. 94.9 41.5
1 0125 18 6. .7 26.7 * 1 0945 118 30. 114.9 43.0 * 1 1805 218 29. 94.7 41.5
1 0130 19 7. .8 26.8 * 1 0950 119 30. 114.7 42.9 * 1 1810 219 29. 94.5 41.5
1 0135 20 7. 1.0 27.0 * 1 0955 120 30. 114.5 42.9 * 1 1815 220 29. 94.3 41.4
1 0140 21 8. 1.2 27.2 * 1 1000 121 30. 114.3 42.9 * 1 1820 221 29. 94.1 41.4
1 0145 22 9. 1.4 27.4 * 1 1005 122 30. 114.1 42.9 * 1 1825 222 29. 93.9 41.4
1 0150 23 10. 1.7 27.7 * 1 1010 123 30. 113.9 42.9 * 1 1830 223 29. 93.7 41.4
1 0155 24 10. 2.1 28.0 * 1 1015 124 30. 113.7 42.9 * 1 1835 224 29. 93.5 41.4
1 0200 25 11. 2.4 28.2 * 1 1020 125 30. 113.5 42.9 * 1 1840 225 29. 93.3 41.4
1 0205 26 11. 2.8 28.4 * 1 1025 126 30. 113.3 42.8 * 1 1845 226 29. 93.1 41.3
1 0210 27 12. 3.3 28.6 * 1 1030 127 30. 113.1 42.8 * 1 1850 227 29. 92.9 41.3
1 0215 28 12. 3.7 28.8 * 1 1035 128 30. 112.9 42.8 * 1 1855 228 29. 92.7 41.3
1 0220 29 13. 4.1 29.1 * 1 1040 129 30. 112.7 42.8 * 1 1900 229 29. 92.5 41.3
1 0225 30 13. 4.6 29.3 * 1 1045 130 30. 112.5 42.8 * 1 1905 230 29. 92.3 41.3
1 0230 31 14. 5.1 29.6 * 1 1050 131 30. 112.3 42.8 * 1 1910 231 28. 92.1 41.3
1 0235 32 14. 5.6 29.8 * 1 1055 132 30. 112.1 42.8 * 1 1915 232 28. 91.9 41.2
1 0240 33 15. 6.1 30.0 * 1 1100 133 30. 111.8 42.7 * 1 1920 233 28. 91.7 41.2
1 0245 34 15. 6.6 30.1 * 1 1105 134 30. 111.6 42.7 * 1 1925 234 28. 91.5 41.2
1 0250 35 15. 7.2 30.1 * 1 1110 135 30. 111.4 42.7 * 1 1930 235 28. 91.3 41.2
1 0255 36 15. 7.8 30.2 * 1 1115 136 30. 111.2 42.7 * 1 1935 236 28. 91.1 41.2
1 0300 37 15. 8.4 30.3 * 1 1120 137 30. 111.0 42.7 * 1 1940 237 28. 91.0 41.2
1 0305 38 15. 9.2 30.4 * 1 1125 138 30. 110.8 42.7 * 1 1945 238 28. 90.8 41.1
1 0310 39 15. 10.1 30.5 * 1 1130 139 30. 110.6 42.7 * 1 1950 239 28. 90.6 41.1
1 0315 40 16. 11.4 30.7 * 1 1135 140 30. 110.4 42.6 * 1 1955 240 28. 90.4 41.1
1 0320 41 16. 13.2 30.9 * 1 1140 141 30. 110.2 42.6 * 1 2000 241 28. 90.2 41.1
1 0325 42 17. 15.8 31.5 * 1 1145 142 30. 110.0 42.6 * 1 2005 242 28. 90.0 41.1
1 0330 43 19. 19.7 32.6 * 1 1150 143 30. 109.8 42.6 * 1 2010 243 28. 89.8 41.1
1 0335 44 21. 25.2 34.0 * 1 1155 144 30. 109.6 42.6 * 1 2015 244 28. 89.6 41.0
1 0340 45 22. 32.2 35.0 * 1 1200 145 30. 109.4 42.6 * 1 2020 245 28. 89.4 41.0
1 0345 46 23. 40.3 36.0 * 1 1205 146 30. 109.2 42.6 * 1 2025 246 28. 89.2 41.0
1 0350 47 24. 48.6 37.0 * 1 1210 147 30. 109.0 42.5 * 1 2030 247 28. 89.0 41.0
1 0355 48 25. 56.6 37.9 * 1 1215 148 30. 108.8 42.5 * 1 2035 248 28. 88.8 41.0
1 0400 49 26. 63.7 38.7 * 1 1220 149 30. 108.6 42.5 * 1 2040 249 28. 88.6 41.0
1 0405 50 27. 69.9 39.3 * 1 1225 150 30. 108.4 42.5 * 1 2045 250 28. 88.4 41.0
1 0410 51 27. 75.1 39.8 * 1 1230 151 30. 108.2 42.5 * 1 2050 251 28. 88.2 40.9
1 0415 52 27. 79.4 40.2 * 1 1235 152 30. 108.0 42.5 * 1 2055 252 28. 88.0 40.9
1 0420 53 28. 83.0 40.5 * 1 1240 153 30. 107.7 42.5 * 1 2100 253 28. 87.8 40.9
1 0425 54 28. 86.0 40.7 * 1 1245 154 30. 107.5 42.5 * 1 2105 254 28. 87.6 40.9
1 0430 55 28. 88.5 41.0 * 1 1250 155 30. 107.3 42.4 * 1 2110 255 28. 87.4 40.9
1 0435 56 28. 90.8 41.2 * 1 1255 156 30. 107.1 42.4 * 1 2115 256 28. 87.3 40.9
1 0440 57 29. 93.2 41.3 * 1 1300 157 30. 106.9 42.4 * 1 2120 257 28. 87.1 40.8
1 0445 58 29. 95.6 41.6 * 1 1305 158 30. 106.7 42.4 * 1 2125 258 28. 86.9 40.8
1 0450 59 29. 98.3 41.8 * 1 1310 159 30. 106.5 42.4 * 1 2130 259 28. 86.7 40.8
1 0455 60 29. 101.2 42.0 * 1 1315 160 30. 106.3 42.4 * 1 2135 260 28. 86.5 40.8
1 0500 61 29. 104.3 42.2 * 1 1320 161 30. 106.1 42.4 * 1 2140 261 28. 86.3 40.8
1 0505 62 30. 107.4 42.4 * 1 1325 162 29. 105.9 42.3 * 1 2145 262 28. 86.1 40.8
1 0510 63 30. 110.3 42.6 * 1 1330 163 29. 105.7 42.3 * 1 2150 263 28. 85.9 40.7
1 0515 64 30. 112.8 42.8 * 1 1335 164 29. 105.5 42.3 * 1 2155 264 28. 85.7 40.7
1 0520 65 30. 114.9 43.0 * 1 1340 165 29. 105.3 42.3 * 1 2200 265 28. 85.5 40.7
1 0525 66 30. 116.6 43.1 * 1 1345 166 29. 105.1 42.3 * 1 2205 266 28. 85.3 40.7
1 0530 67 30. 118.0 43.2 * 1 1350 167 29. 104.9 42.3 * 1 2210 267 28. 85.1 40.7
1 0535 68 30. 119.1 43.2 * 1 1355 168 29. 104.7 42.3 * 1 2215 268 28. 84.9 40.7
1 0540 69 30. 119.9 43.3 * 1 1400 169 29. 104.5 42.2 * 1 2220 269 28. 84.7 40.6
1 0545 70 30. 120.6 43.3 * 1 1405 170 29. 104.3 42.2 * 1 2225 270 28. 84.6 40.6
1 0550 71 30. 121.1 43.4 * 1 1410 171 29. 104.1 42.2 * 1 2230 271 28. 84.4 40.6
1 0555 72 30. 121.5 43.4 * 1 1415 172 29. 103.9 42.2 * 1 2235 272 28. 84.2 40.6
1 0600 73 30. 121.8 43.4 * 1 1420 173 29. 103.7 42.2 * 1 2240 273 28. 84.0 40.6
1 0605 74 30. 122.1 43.5 * 1 1425 174 29. 103.5 42.2 * 1 2245 274 28. 83.8 40.6
1 0610 75 30. 122.2 43.5 * 1 1430 175 29. 103.3 42.2 * 1 2250 275 28. 83.6 40.5
1 0615 76 30. 122.4 43.5 * 1 1435 176 29. 103.1 42.1 * 1 2255 276 28. 83.4 40.5
1 0620 77 31. 122.5 43.5 * 1 1440 177 29. 102.9 42.1 * 1 2300 277 28. 83.2 40.5
1 0625 78 31. 122.5 43.5 * 1 1445 178 29. 102.7 42.1 * 1 2305 278 28. 83.0 40.5
1 0630 79 31. 122.5 43.5 * 1 1450 179 29. 102.5 42.1 * 1 2310 279 28. 82.8 40.5
1 0635 80 30. 122.4 43.5 * 1 1455 180 29. 102.3 42.1 * 1 2315 280 28. 82.6 40.5
1 0640 81 30. 122.3 43.5 * 1 1500 181 29. 102.1 42.1 * 1 2320 281 28. 82.4 40.5
1 0645 82 30. 122.2 43.5 * 1 1505 182 29. 101.9 42.1 * 1 2325 282 28. 82.3 40.4
1 0650 83 30. 122.1 43.5 * 1 1510 183 29. 101.7 42.0 * 1 2330 283 28. 82.1 40.4
1 0655 84 30. 121.9 43.4 * 1 1515 184 29. 101.5 42.0 * 1 2335 284 28. 81.9 40.4
1 0700 85 30. 121.7 43.4 * 1 1520 185 29. 101.3 42.0 * 1 2340 285 28. 81.7 40.4
1 0705 86 30. 121.5 43.4 * 1 1525 186 29. 101.1 42.0 * 1 2345 286 28. 81.5 40.4
1 0710 87 30. 121.3 43.4 * 1 1530 187 29. 100.9 42.0 * 1 2350 287 28. 81.3 40.4
1 0715 88 30. 121.2 43.4 * 1 1535 188 29. 100.7 42.0 * 1 2355 288 28. 81.1 40.3
1 0720 89 30. 121.0 43.4 * 1 1540 189 29. 100.5 42.0 * 2 0000 289 28. 80.9 40.3
1 0725 90 30. 120.8 43.4 * 1 1545 190 29. 100.3 41.9 * 2 0005 290 28. 80.7 40.3
1 0730 91 30. 120.5 43.3 * 1 1550 191 29. 100.1 41.9 * 2 0010 291 28. 80.5 40.3
1 0735 92 30. 120.3 43.3 * 1 1555 192 29. 99.9 41.9 * 2 0015 292 28. 80.4 40.3
1 0740 93 30. 120.1 43.3 * 1 1600 193 29. 99.7 41.9 * 2 0020 293 28. 80.2 40.3
1 0745 94 30. 119.9 43.3 * 1 1605 194 29. 99.5 41.9 * 2 0025 294 28. 80.0 40.2
1 0750 95 30. 119.7 43.3 * 1 1610 195 29. 99.3 41.9 * 2 0030 295 28. 79.8 40.2
1 0755 96 30. 119.5 43.3 * 1 1615 196 29. 99.1 41.8 * 2 0035 296 28. 79.6 40.2
1 0800 97 30. 119.3 43.3 * 1 1620 197 29. 98.9 41.8 * 2 0040 297 27. 79.4 40.2
1 0805 98 30. 119.1 43.2 * 1 1625 198 29. 98.7 41.8 * 2 0045 298 27. 79.2 40.2
1 0810 99 30. 118.9 43.2 * 1 1630 199 29. 98.5 41.8 * 2 0050 299 27. 79.0 40.2
1 0815 100 30. 118.7 43.2 * 1 1635 200 29. 98.3 41.8 * 2 0055 300 27. 78.8 40.2
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.42 30. 27. 26. 26.
(INCHES) .149 .535 .535 .535
(AC-FT) 15. 54. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
122. 6.42 118. 90. 86. 86.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.48 6.42 43.15 40.38 39.85 39.85
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* *
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. 116.3 43.1 * 1 1640 201 29. 96.0 41.6
1 0005 2 0. .0 26.0 * 1 0825 102 30. 116.1 43.0 * 1 1645 202 29. 95.8 41.6
1 0010 3 0. .0 26.0 * 1 0830 103 30. 115.9 43.0 * 1 1650 203 29. 95.6 41.5
1 0015 4 0. .0 26.0 * 1 0835 104 30. 115.6 43.0 * 1 1655 204 29. 95.4 41.5
1 0020 5 0. .0 26.0 * 1 0840 105 30. 115.4 43.0 * 1 1700 205 29. 95.2 41.5
1 0025 6 0. .0 26.0 * 1 0845 106 30. 115.2 43.0 * 1 1705 206 29. 95.0 41.5
1 0030 7 0. .0 26.0 * 1 0850 107 30. 115.0 43.0 * 1 1710 207 29. 94.8 41.5
1 0035 8 0. .0 26.0 * 1 0855 108 30. 114.8 43.0 * 1 1715 208 29. 94.6 41.5
1 0040 9 1. .1 26.1 * 1 0900 109 30. 114.6 42.9 * 1 1720 209 29. 94.4 41.4
1 0045 10 1. .1 26.1 * 1 0905 110 30. 114.4 42.9 * 1 1725 210 29. 94.2 41.4
1 0050 11 2. .2 26.2 * 1 0910 111 30. 114.2 42.9 * 1 1730 211 29. 94.0 41.4
1 0055 12 2. .3 26.3 * 1 0915 112 30. 114.0 42.9 * 1 1735 212 29. 93.8 41.4
1 0100 13 3. .4 26.4 * 1 0920 113 30. 113.8 42.9 * 1 1740 213 29. 93.6 41.4
1 0105 14 4. .4 26.4 * 1 0925 114 30. 113.6 42.9 * 1 1745 214 29. 93.4 41.4
1 0110 15 4. .5 26.5 * 1 0930 115 30. 113.4 42.9 * 1 1750 215 29. 93.2 41.3
1 0115 16 5. .5 26.5 * 1 0935 116 30. 113.2 42.8 * 1 1755 216 29. 93.0 41.3
1 0120 17 5. .6 26.6 * 1 0940 117 30. 113.0 42.8 * 1 1800 217 29. 92.8 41.3
1 0125 18 6. .7 26.7 * 1 0945 118 30. 112.8 42.8 * 1 1805 218 29. 92.6 41.3
1 0130 19 6. .8 26.8 * 1 0950 119 30. 112.5 42.8 * 1 1810 219 29. 92.4 41.3
1 0135 20 7. .9 26.9 * 1 0955 120 30. 112.3 42.8 * 1 1815 220 29. 92.2 41.3
1 0140 21 8. 1.1 27.1 * 1 1000 121 30. 112.1 42.8 * 1 1820 221 28. 92.0 41.3
1 0145 22 8. 1.3 27.3 * 1 1005 122 30. 111.9 42.8 * 1 1825 222 28. 91.8 41.2
1 0150 23 9. 1.6 27.6 * 1 1010 123 30. 111.7 42.7 * 1 1830 223 28. 91.6 41.2
1 0155 24 10. 2.0 28.0 * 1 1015 124 30. 111.5 42.7 * 1 1835 224 28. 91.4 41.2
1 0200 25 11. 2.3 28.2 * 1 1020 125 30. 111.3 42.7 * 1 1840 225 28. 91.2 41.2
1 0205 26 11. 2.7 28.4 * 1 1025 126 30. 111.1 42.7 * 1 1845 226 28. 91.0 41.2
1 0210 27 12. 3.1 28.6 * 1 1030 127 30. 110.9 42.7 * 1 1850 227 28. 90.8 41.2
1 0215 28 12. 3.5 28.8 * 1 1035 128 30. 110.7 42.7 * 1 1855 228 28. 90.6 41.1
1 0220 29 13. 4.0 29.0 * 1 1040 129 30. 110.5 42.7 * 1 1900 229 28. 90.4 41.1
1 0225 30 13. 4.4 29.2 * 1 1045 130 30. 110.3 42.6 * 1 1905 230 28. 90.3 41.1
1 0230 31 14. 4.9 29.5 * 1 1050 131 30. 110.1 42.6 * 1 1910 231 28. 90.1 41.1
1 0235 32 14. 5.4 29.7 * 1 1055 132 30. 109.9 42.6 * 1 1915 232 28. 89.9 41.1
1 0240 33 14. 5.9 29.9 * 1 1100 133 30. 109.7 42.6 * 1 1920 233 28. 89.7 41.1
1 0245 34 15. 6.4 30.0 * 1 1105 134 30. 109.5 42.6 * 1 1925 234 28. 89.5 41.0
1 0250 35 15. 6.9 30.1 * 1 1110 135 30. 109.3 42.6 * 1 1930 235 28. 89.3 41.0
1 0255 36 15. 7.5 30.2 * 1 1115 136 30. 109.1 42.6 * 1 1935 236 28. 89.1 41.0
1 0300 37 15. 8.1 30.3 * 1 1120 137 30. 108.9 42.5 * 1 1940 237 28. 88.9 41.0
1 0305 38 15. 8.9 30.4 * 1 1125 138 30. 108.7 42.5 * 1 1945 238 28. 88.7 41.0
1 0310 39 15. 9.8 30.5 * 1 1130 139 30. 108.4 42.5 * 1 1950 239 28. 88.5 41.0
1 0315 40 16. 11.0 30.6 * 1 1135 140 30. 108.2 42.5 * 1 1955 240 28. 88.3 40.9
1 0320 41 16. 12.8 30.8 * 1 1140 141 30. 108.0 42.5 * 1 2000 241 28. 88.1 40.9
1 0325 42 17. 15.4 31.4 * 1 1145 142 30. 107.8 42.5 * 1 2005 242 28. 87.9 40.9
1 0330 43 18. 19.2 32.4 * 1 1150 143 30. 107.6 42.5 * 1 2010 243 28. 87.7 40.9
1 0335 44 20. 24.5 33.9 * 1 1155 144 30. 107.4 42.4 * 1 2015 244 28. 87.5 40.9
1 0340 45 22. 31.4 34.9 * 1 1200 145 30. 107.2 42.4 * 1 2020 245 28. 87.3 40.9
1 0345 46 23. 39.4 35.9 * 1 1205 146 30. 107.0 42.4 * 1 2025 246 28. 87.1 40.8
1 0350 47 24. 47.6 36.9 * 1 1210 147 30. 106.8 42.4 * 1 2030 247 28. 87.0 40.8
1 0355 48 25. 55.4 37.8 * 1 1215 148 30. 106.6 42.4 * 1 2035 248 28. 86.8 40.8
1 0400 49 26. 62.4 38.5 * 1 1220 149 30. 106.4 42.4 * 1 2040 249 28. 86.6 40.8
1 0405 50 26. 68.5 39.1 * 1 1225 150 30. 106.2 42.4 * 1 2045 250 28. 86.4 40.8
1 0410 51 27. 73.6 39.7 * 1 1230 151 29. 106.0 42.3 * 1 2050 251 28. 86.2 40.8
1 0415 52 27. 77.9 40.1 * 1 1235 152 29. 105.8 42.3 * 1 2055 252 28. 86.0 40.7
1 0420 53 28. 81.4 40.4 * 1 1240 153 29. 105.6 42.3 * 1 2100 253 28. 85.8 40.7
1 0425 54 28. 84.4 40.6 * 1 1245 154 29. 105.4 42.3 * 1 2105 254 28. 85.6 40.7
1 0430 55 28. 86.9 40.8 * 1 1250 155 29. 105.2 42.3 * 1 2110 255 28. 85.4 40.7
1 0435 56 28. 89.1 41.0 * 1 1255 156 29. 105.0 42.3 * 1 2115 256 28. 85.2 40.7
1 0440 57 28. 91.4 41.2 * 1 1300 157 29. 104.8 42.3 * 1 2120 257 28. 85.0 40.7
1 0445 58 29. 93.8 41.4 * 1 1305 158 29. 104.6 42.2 * 1 2125 258 28. 84.8 40.7
1 0450 59 29. 96.5 41.6 * 1 1310 159 29. 104.4 42.2 * 1 2130 259 28. 84.6 40.6
1 0455 60 29. 99.4 41.9 * 1 1315 160 29. 104.2 42.2 * 1 2135 260 28. 84.4 40.6
1 0500 61 29. 102.4 42.1 * 1 1320 161 29. 104.0 42.2 * 1 2140 261 28. 84.3 40.6
1 0505 62 29. 105.4 42.3 * 1 1325 162 29. 103.8 42.2 * 1 2145 262 28. 84.1 40.6
1 0510 63 30. 108.3 42.5 * 1 1330 163 29. 103.6 42.2 * 1 2150 263 28. 83.9 40.6
1 0515 64 30. 110.8 42.7 * 1 1335 164 29. 103.4 42.2 * 1 2155 264 28. 83.7 40.6
1 0520 65 30. 112.8 42.8 * 1 1340 165 29. 103.2 42.1 * 1 2200 265 28. 83.5 40.5
1 0525 66 30. 114.5 42.9 * 1 1345 166 29. 103.0 42.1 * 1 2205 266 28. 83.3 40.5
1 0530 67 30. 115.9 43.0 * 1 1350 167 29. 102.8 42.1 * 1 2210 267 28. 83.1 40.5
1 0535 68 30. 116.9 43.1 * 1 1355 168 29. 102.6 42.1 * 1 2215 268 28. 82.9 40.5
1 0540 69 30. 117.8 43.2 * 1 1400 169 29. 102.4 42.1 * 1 2220 269 28. 82.7 40.5
1 0545 70 30. 118.4 43.2 * 1 1405 170 29. 102.2 42.1 * 1 2225 270 28. 82.5 40.5
1 0550 71 30. 118.9 43.2 * 1 1410 171 29. 102.0 42.1 * 1 2230 271 28. 82.3 40.4
1 0555 72 30. 119.3 43.3 * 1 1415 172 29. 101.8 42.1 * 1 2235 272 28. 82.1 40.4
1 0600 73 30. 119.6 43.3 * 1 1420 173 29. 101.6 42.0 * 1 2240 273 28. 82.0 40.4
1 0605 74 30. 119.9 43.3 * 1 1425 174 29. 101.4 42.0 * 1 2245 274 28. 81.8 40.4
1 0610 75 30. 120.0 43.3 * 1 1430 175 29. 101.2 42.0 * 1 2250 275 28. 81.6 40.4
1 0615 76 30. 120.2 43.3 * 1 1435 176 29. 101.0 42.0 * 1 2255 276 28. 81.4 40.4
1 0620 77 30. 120.3 43.3 * 1 1440 177 29. 100.8 42.0 * 1 2300 277 28. 81.2 40.3
1 0625 78 30. 120.3 43.3 * 1 1445 178 29. 100.6 42.0 * 1 2305 278 28. 81.0 40.3
1 0630 79 30. 120.3 43.3 * 1 1450 179 29. 100.3 41.9 * 1 2310 279 28. 80.8 40.3
1 0635 80 30. 120.2 43.3 * 1 1455 180 29. 100.1 41.9 * 1 2315 280 28. 80.6 40.3
1 0640 81 30. 120.1 43.3 * 1 1500 181 29. 99.9 41.9 * 1 2320 281 28. 80.4 40.3
1 0645 82 30. 120.0 43.3 * 1 1505 182 29. 99.7 41.9 * 1 2325 282 28. 80.2 40.3
1 0650 83 30. 119.8 43.3 * 1 1510 183 29. 99.5 41.9 * 1 2330 283 28. 80.1 40.3
1 0655 84 30. 119.7 43.3 * 1 1515 184 29. 99.3 41.9 * 1 2335 284 28. 79.9 40.2
1 0700 85 30. 119.5 43.3 * 1 1520 185 29. 99.1 41.8 * 1 2340 285 28. 79.7 40.2
1 0705 86 30. 119.3 43.3 * 1 1525 186 29. 98.9 41.8 * 1 2345 286 28. 79.5 40.2
1 0710 87 30. 119.1 43.3 * 1 1530 187 29. 98.7 41.8 * 1 2350 287 27. 79.3 40.2
1 0715 88 30. 118.9 43.2 * 1 1535 188 29. 98.5 41.8 * 1 2355 288 27. 79.1 40.2
1 0720 89 30. 118.7 43.2 * 1 1540 189 29. 98.3 41.8 * 2 0000 289 27. 78.9 40.2
1 0725 90 30. 118.5 43.2 * 1 1545 190 29. 98.1 41.8 * 2 0005 290 27. 78.7 40.1
1 0730 91 30. 118.3 43.2 * 1 1550 191 29. 97.9 41.7 * 2 0010 291 27. 78.5 40.1
1 0735 92 30. 118.1 43.2 * 1 1555 192 29. 97.7 41.7 * 2 0015 292 27. 78.4 40.1
1 0740 93 30. 117.9 43.2 * 1 1600 193 29. 97.6 41.7 * 2 0020 293 27. 78.2 40.1
1 0745 94 30. 117.7 43.2 * 1 1605 194 29. 97.4 41.7 * 2 0025 294 27. 78.0 40.1
1 0750 95 30. 117.5 43.1 * 1 1610 195 29. 97.2 41.7 * 2 0030 295 27. 77.8 40.1
1 0755 96 30. 117.3 43.1 * 1 1615 196 29. 97.0 41.7 * 2 0035 296 27. 77.6 40.0
1 0800 97 30. 117.1 43.1 * 1 1620 197 29. 96.8 41.6 * 2 0040 297 27. 77.4 40.0
1 0805 98 30. 116.9 43.1 * 1 1625 198 29. 96.6 41.6 * 2 0045 298 27. 77.2 40.0
1 0810 99 30. 116.7 43.1 * 1 1630 199 29. 96.4 41.6 * 2 0050 299 27. 77.0 40.0
1 0815 100 30. 116.5 43.1 * 1 1635 200 29. 96.2 41.6 * 2 0055 300 27. 76.8 40.0
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 30. 6.42 30. 27. 26. 26.
(INCHES) .149 .532 .532 .532
(AC-FT) 15. 53. 53. 53.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
120. 6.42 116. 88. 84. 84.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.33 6.42 43.00 40.23 39.71 39.71
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* *
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. 114.5 42.9 * 1 1640 201 29. 94.2 41.4
1 0005 2 0. .0 26.0 * 1 0825 102 30. 114.2 42.9 * 1 1645 202 29. 94.0 41.4
1 0010 3 0. .0 26.0 * 1 0830 103 30. 114.0 42.9 * 1 1650 203 29. 93.8 41.4
1 0015 4 0. .0 26.0 * 1 0835 104 30. 113.8 42.9 * 1 1655 204 29. 93.6 41.4
1 0020 5 0. .0 26.0 * 1 0840 105 30. 113.6 42.9 * 1 1700 205 29. 93.4 41.4
1 0025 6 0. .0 26.0 * 1 0845 106 30. 113.4 42.9 * 1 1705 206 29. 93.2 41.4
1 0030 7 0. .0 26.0 * 1 0850 107 30. 113.2 42.8 * 1 1710 207 29. 93.0 41.3
1 0035 8 0. .0 26.0 * 1 0855 108 30. 113.0 42.8 * 1 1715 208 29. 92.8 41.3
1 0040 9 1. .1 26.1 * 1 0900 109 30. 112.8 42.8 * 1 1720 209 29. 92.6 41.3
1 0045 10 1. .1 26.1 * 1 0905 110 30. 112.6 42.8 * 1 1725 210 29. 92.5 41.3
1 0050 11 2. .2 26.2 * 1 0910 111 30. 112.4 42.8 * 1 1730 211 29. 92.3 41.3
1 0055 12 2. .3 26.3 * 1 0915 112 30. 112.2 42.8 * 1 1735 212 28. 92.1 41.3
1 0100 13 3. .3 26.3 * 1 0920 113 30. 112.0 42.8 * 1 1740 213 28. 91.9 41.2
1 0105 14 4. .4 26.4 * 1 0925 114 30. 111.8 42.7 * 1 1745 214 28. 91.7 41.2
1 0110 15 4. .5 26.5 * 1 0930 115 30. 111.6 42.7 * 1 1750 215 28. 91.5 41.2
1 0115 16 5. .5 26.5 * 1 0935 116 30. 111.4 42.7 * 1 1755 216 28. 91.3 41.2
1 0120 17 5. .6 26.6 * 1 0940 117 30. 111.2 42.7 * 1 1800 217 28. 91.1 41.2
1 0125 18 6. .7 26.7 * 1 0945 118 30. 111.0 42.7 * 1 1805 218 28. 90.9 41.2
1 0130 19 6. .8 26.8 * 1 0950 119 30. 110.7 42.7 * 1 1810 219 28. 90.7 41.1
1 0135 20 7. .9 26.9 * 1 0955 120 30. 110.5 42.7 * 1 1815 220 28. 90.5 41.1
1 0140 21 7. 1.1 27.1 * 1 1000 121 30. 110.3 42.6 * 1 1820 221 28. 90.3 41.1
1 0145 22 8. 1.3 27.3 * 1 1005 122 30. 110.1 42.6 * 1 1825 222 28. 90.1 41.1
1 0150 23 9. 1.6 27.6 * 1 1010 123 30. 109.9 42.6 * 1 1830 223 28. 89.9 41.1
1 0155 24 10. 1.9 27.9 * 1 1015 124 30. 109.7 42.6 * 1 1835 224 28. 89.7 41.1
1 0200 25 11. 2.2 28.1 * 1 1020 125 30. 109.5 42.6 * 1 1840 225 28. 89.5 41.0
1 0205 26 11. 2.6 28.3 * 1 1025 126 30. 109.3 42.6 * 1 1845 226 28. 89.3 41.0
1 0210 27 11. 3.0 28.5 * 1 1030 127 30. 109.1 42.6 * 1 1850 227 28. 89.1 41.0
1 0215 28 12. 3.4 28.7 * 1 1035 128 30. 108.9 42.5 * 1 1855 228 28. 88.9 41.0
1 0220 29 12. 3.8 28.9 * 1 1040 129 30. 108.7 42.5 * 1 1900 229 28. 88.7 41.0
1 0225 30 13. 4.3 29.1 * 1 1045 130 30. 108.5 42.5 * 1 1905 230 28. 88.5 41.0
1 0230 31 13. 4.7 29.4 * 1 1050 131 30. 108.3 42.5 * 1 1910 231 28. 88.4 40.9
1 0235 32 14. 5.2 29.6 * 1 1055 132 30. 108.1 42.5 * 1 1915 232 28. 88.2 40.9
1 0240 33 14. 5.7 29.9 * 1 1100 133 30. 107.9 42.5 * 1 1920 233 28. 88.0 40.9
1 0245 34 15. 6.2 30.0 * 1 1105 134 30. 107.7 42.5 * 1 1925 234 28. 87.8 40.9
1 0250 35 15. 6.7 30.1 * 1 1110 135 30. 107.5 42.4 * 1 1930 235 28. 87.6 40.9
1 0255 36 15. 7.3 30.2 * 1 1115 136 30. 107.3 42.4 * 1 1935 236 28. 87.4 40.9
1 0300 37 15. 7.9 30.2 * 1 1120 137 30. 107.1 42.4 * 1 1940 237 28. 87.2 40.8
1 0305 38 15. 8.6 30.3 * 1 1125 138 30. 106.9 42.4 * 1 1945 238 28. 87.0 40.8
1 0310 39 15. 9.5 30.4 * 1 1130 139 30. 106.7 42.4 * 1 1950 239 28. 86.8 40.8
1 0315 40 16. 10.7 30.6 * 1 1135 140 30. 106.5 42.4 * 1 1955 240 28. 86.6 40.8
1 0320 41 16. 12.5 30.8 * 1 1140 141 30. 106.3 42.4 * 1 2000 241 28. 86.4 40.8
1 0325 42 17. 15.0 31.3 * 1 1145 142 30. 106.1 42.3 * 1 2005 242 28. 86.2 40.8
1 0330 43 18. 18.7 32.3 * 1 1150 143 29. 105.8 42.3 * 1 2010 243 28. 86.0 40.8
1 0335 44 20. 24.0 33.7 * 1 1155 144 29. 105.6 42.3 * 1 2015 244 28. 85.8 40.7
1 0340 45 22. 30.8 34.8 * 1 1200 145 29. 105.4 42.3 * 1 2020 245 28. 85.6 40.7
1 0345 46 23. 38.6 35.8 * 1 1205 146 29. 105.2 42.3 * 1 2025 246 28. 85.4 40.7
1 0350 47 24. 46.7 36.8 * 1 1210 147 29. 105.0 42.3 * 1 2030 247 28. 85.3 40.7
1 0355 48 25. 54.4 37.7 * 1 1215 148 29. 104.8 42.3 * 1 2035 248 28. 85.1 40.7
1 0400 49 26. 61.3 38.4 * 1 1220 149 29. 104.6 42.3 * 1 2040 249 28. 84.9 40.7
1 0405 50 26. 67.3 39.0 * 1 1225 150 29. 104.4 42.2 * 1 2045 250 28. 84.7 40.6
1 0410 51 27. 72.4 39.5 * 1 1230 151 29. 104.2 42.2 * 1 2050 251 28. 84.5 40.6
1 0415 52 27. 76.6 40.0 * 1 1235 152 29. 104.0 42.2 * 1 2055 252 28. 84.3 40.6
1 0420 53 28. 80.1 40.3 * 1 1240 153 29. 103.8 42.2 * 1 2100 253 28. 84.1 40.6
1 0425 54 28. 83.0 40.5 * 1 1245 154 29. 103.6 42.2 * 1 2105 254 28. 83.9 40.6
1 0430 55 28. 85.5 40.7 * 1 1250 155 29. 103.4 42.2 * 1 2110 255 28. 83.7 40.6
1 0435 56 28. 87.7 40.9 * 1 1255 156 29. 103.2 42.2 * 1 2115 256 28. 83.5 40.5
1 0440 57 28. 90.0 41.1 * 1 1300 157 29. 103.0 42.1 * 1 2120 257 28. 83.3 40.5
1 0445 58 29. 92.4 41.3 * 1 1305 158 29. 102.8 42.1 * 1 2125 258 28. 83.1 40.5
1 0450 59 29. 95.0 41.5 * 1 1310 159 29. 102.6 42.1 * 1 2130 259 28. 83.0 40.5
1 0455 60 29. 97.8 41.7 * 1 1315 160 29. 102.4 42.1 * 1 2135 260 28. 82.8 40.5
1 0500 61 29. 100.8 42.0 * 1 1320 161 29. 102.2 42.1 * 1 2140 261 28. 82.6 40.5
1 0505 62 29. 103.8 42.2 * 1 1325 162 29. 102.0 42.1 * 1 2145 262 28. 82.4 40.4
1 0510 63 30. 106.6 42.4 * 1 1330 163 29. 101.8 42.1 * 1 2150 263 28. 82.2 40.4
1 0515 64 30. 109.1 42.6 * 1 1335 164 29. 101.6 42.0 * 1 2155 264 28. 82.0 40.4
1 0520 65 30. 111.1 42.7 * 1 1340 165 29. 101.4 42.0 * 1 2200 265 28. 81.8 40.4
1 0525 66 30. 112.8 42.8 * 1 1345 166 29. 101.2 42.0 * 1 2205 266 28. 81.6 40.4
1 0530 67 30. 114.1 42.9 * 1 1350 167 29. 101.0 42.0 * 1 2210 267 28. 81.4 40.4
1 0535 68 30. 115.2 43.0 * 1 1355 168 29. 100.8 42.0 * 1 2215 268 28. 81.2 40.4
1 0540 69 30. 116.0 43.0 * 1 1400 169 29. 100.6 42.0 * 1 2220 269 28. 81.0 40.3
1 0545 70 30. 116.6 43.1 * 1 1405 170 29. 100.4 41.9 * 1 2225 270 28. 80.9 40.3
1 0550 71 30. 117.1 43.1 * 1 1410 171 29. 100.2 41.9 * 1 2230 271 28. 80.7 40.3
1 0555 72 30. 117.5 43.1 * 1 1415 172 29. 100.0 41.9 * 1 2235 272 28. 80.5 40.3
1 0600 73 30. 117.8 43.2 * 1 1420 173 29. 99.8 41.9 * 1 2240 273 28. 80.3 40.3
1 0605 74 30. 118.0 43.2 * 1 1425 174 29. 99.6 41.9 * 1 2245 274 28. 80.1 40.3
1 0610 75 30. 118.2 43.2 * 1 1430 175 29. 99.4 41.9 * 1 2250 275 28. 79.9 40.2
1 0615 76 30. 118.4 43.2 * 1 1435 176 29. 99.2 41.8 * 1 2255 276 28. 79.7 40.2
1 0620 77 30. 118.4 43.2 * 1 1440 177 29. 99.0 41.8 * 1 2300 277 28. 79.5 40.2
1 0625 78 30. 118.4 43.2 * 1 1445 178 29. 98.8 41.8 * 1 2305 278 27. 79.3 40.2
1 0630 79 30. 118.4 43.2 * 1 1450 179 29. 98.6 41.8 * 1 2310 279 27. 79.1 40.2
1 0635 80 30. 118.4 43.2 * 1 1455 180 29. 98.4 41.8 * 1 2315 280 27. 79.0 40.2
1 0640 81 30. 118.3 43.2 * 1 1500 181 29. 98.2 41.8 * 1 2320 281 27. 78.8 40.1
1 0645 82 30. 118.1 43.2 * 1 1505 182 29. 98.0 41.7 * 1 2325 282 27. 78.6 40.1
1 0650 83 30. 118.0 43.2 * 1 1510 183 29. 97.8 41.7 * 1 2330 283 27. 78.4 40.1
1 0655 84 30. 117.9 43.2 * 1 1515 184 29. 97.6 41.7 * 1 2335 284 27. 78.2 40.1
1 0700 85 30. 117.7 43.2 * 1 1520 185 29. 97.4 41.7 * 1 2340 285 27. 78.0 40.1
1 0705 86 30. 117.5 43.1 * 1 1525 186 29. 97.2 41.7 * 1 2345 286 27. 77.8 40.1
1 0710 87 30. 117.3 43.1 * 1 1530 187 29. 97.0 41.7 * 1 2350 287 27. 77.6 40.1
1 0715 88 30. 117.1 43.1 * 1 1535 188 29. 96.8 41.6 * 1 2355 288 27. 77.4 40.0
1 0720 89 30. 116.9 43.1 * 1 1540 189 29. 96.6 41.6 * 2 0000 289 27. 77.3 40.0
1 0725 90 30. 116.7 43.1 * 1 1545 190 29. 96.4 41.6 * 2 0005 290 27. 77.1 40.0
1 0730 91 30. 116.5 43.1 * 1 1550 191 29. 96.2 41.6 * 2 0010 291 27. 76.9 40.0
1 0735 92 30. 116.3 43.1 * 1 1555 192 29. 96.0 41.6 * 2 0015 292 27. 76.7 40.0
1 0740 93 30. 116.1 43.0 * 1 1600 193 29. 95.8 41.6 * 2 0020 293 27. 76.5 40.0
1 0745 94 30. 115.9 43.0 * 1 1605 194 29. 95.6 41.6 * 2 0025 294 27. 76.3 39.9
1 0750 95 30. 115.7 43.0 * 1 1610 195 29. 95.4 41.5 * 2 0030 295 27. 76.1 39.9
1 0755 96 30. 115.5 43.0 * 1 1615 196 29. 95.2 41.5 * 2 0035 296 27. 75.9 39.9
1 0800 97 30. 115.3 43.0 * 1 1620 197 29. 95.0 41.5 * 2 0040 297 27. 75.8 39.9
1 0805 98 30. 115.1 43.0 * 1 1625 198 29. 94.8 41.5 * 2 0045 298 27. 75.6 39.9
1 0810 99 30. 114.9 43.0 * 1 1630 199 29. 94.6 41.5 * 2 0050 299 27. 75.4 39.8
1 0815 100 30. 114.7 42.9 * 1 1635 200 29. 94.4 41.5 * 2 0055 300 27. 75.2 39.8
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 30. 6.42 30. 27. 26. 26.
(INCHES) .148 .529 .530 .530
(AC-FT) 15. 53. 53. 53.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
118. 6.42 114. 86. 83. 83.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.20 6.42 42.88 40.11 39.59 39.59
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* *
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. 112.8 42.8 * 1 1640 201 29. 92.7 41.3
1 0005 2 0. .0 26.0 * 1 0825 102 30. 112.6 42.8 * 1 1645 202 29. 92.5 41.3
1 0010 3 0. .0 26.0 * 1 0830 103 30. 112.4 42.8 * 1 1650 203 29. 92.3 41.3
1 0015 4 0. .0 26.0 * 1 0835 104 30. 112.2 42.8 * 1 1655 204 28. 92.1 41.3
1 0020 5 0. .0 26.0 * 1 0840 105 30. 112.0 42.8 * 1 1700 205 28. 91.9 41.2
1 0025 6 0. .0 26.0 * 1 0845 106 30. 111.8 42.7 * 1 1705 206 28. 91.7 41.2
1 0030 7 0. .0 26.0 * 1 0850 107 30. 111.6 42.7 * 1 1710 207 28. 91.5 41.2
1 0035 8 0. .0 26.0 * 1 0855 108 30. 111.4 42.7 * 1 1715 208 28. 91.3 41.2
1 0040 9 0. .1 26.1 * 1 0900 109 30. 111.2 42.7 * 1 1720 209 28. 91.1 41.2
1 0045 10 1. .1 26.1 * 1 0905 110 30. 111.0 42.7 * 1 1725 210 28. 90.9 41.2
1 0050 11 2. .2 26.2 * 1 0910 111 30. 110.8 42.7 * 1 1730 211 28. 90.7 41.1
1 0055 12 2. .3 26.3 * 1 0915 112 30. 110.6 42.7 * 1 1735 212 28. 90.5 41.1
1 0100 13 3. .3 26.3 * 1 0920 113 30. 110.4 42.6 * 1 1740 213 28. 90.3 41.1
1 0105 14 3. .4 26.4 * 1 0925 114 30. 110.2 42.6 * 1 1745 214 28. 90.1 41.1
1 0110 15 4. .4 26.4 * 1 0930 115 30. 110.0 42.6 * 1 1750 215 28. 89.9 41.1
1 0115 16 4. .5 26.5 * 1 0935 116 30. 109.7 42.6 * 1 1755 216 28. 89.7 41.1
1 0120 17 5. .6 26.6 * 1 0940 117 30. 109.5 42.6 * 1 1800 217 28. 89.5 41.0
1 0125 18 6. .6 26.6 * 1 0945 118 30. 109.3 42.6 * 1 1805 218 28. 89.3 41.0
1 0130 19 6. .7 26.7 * 1 0950 119 30. 109.1 42.6 * 1 1810 219 28. 89.2 41.0
1 0135 20 7. .8 26.8 * 1 0955 120 30. 108.9 42.5 * 1 1815 220 28. 89.0 41.0
1 0140 21 7. 1.0 27.0 * 1 1000 121 30. 108.7 42.5 * 1 1820 221 28. 88.8 41.0
1 0145 22 8. 1.2 27.2 * 1 1005 122 30. 108.5 42.5 * 1 1825 222 28. 88.6 41.0
1 0150 23 9. 1.5 27.5 * 1 1010 123 30. 108.3 42.5 * 1 1830 223 28. 88.4 40.9
1 0155 24 10. 1.8 27.8 * 1 1015 124 30. 108.1 42.5 * 1 1835 224 28. 88.2 40.9
1 0200 25 11. 2.2 28.1 * 1 1020 125 30. 107.9 42.5 * 1 1840 225 28. 88.0 40.9
1 0205 26 11. 2.5 28.3 * 1 1025 126 30. 107.7 42.5 * 1 1845 226 28. 87.8 40.9
1 0210 27 11. 2.9 28.5 * 1 1030 127 30. 107.5 42.4 * 1 1850 227 28. 87.6 40.9
1 0215 28 12. 3.3 28.6 * 1 1035 128 30. 107.3 42.4 * 1 1855 228 28. 87.4 40.9
1 0220 29 12. 3.7 28.9 * 1 1040 129 30. 107.1 42.4 * 1 1900 229 28. 87.2 40.9
1 0225 30 13. 4.2 29.1 * 1 1045 130 30. 106.9 42.4 * 1 1905 230 28. 87.0 40.8
1 0230 31 13. 4.6 29.3 * 1 1050 131 30. 106.7 42.4 * 1 1910 231 28. 86.8 40.8
1 0235 32 14. 5.1 29.5 * 1 1055 132 30. 106.5 42.4 * 1 1915 232 28. 86.6 40.8
1 0240 33 14. 5.6 29.8 * 1 1100 133 30. 106.3 42.4 * 1 1920 233 28. 86.4 40.8
1 0245 34 15. 6.0 30.0 * 1 1105 134 30. 106.1 42.4 * 1 1925 234 28. 86.2 40.8
1 0250 35 15. 6.5 30.1 * 1 1110 135 29. 105.9 42.3 * 1 1930 235 28. 86.1 40.8
1 0255 36 15. 7.1 30.1 * 1 1115 136 29. 105.7 42.3 * 1 1935 236 28. 85.9 40.7
1 0300 37 15. 7.7 30.2 * 1 1120 137 29. 105.5 42.3 * 1 1940 237 28. 85.7 40.7
1 0305 38 15. 8.4 30.3 * 1 1125 138 29. 105.3 42.3 * 1 1945 238 28. 85.5 40.7
1 0310 39 15. 9.3 30.4 * 1 1130 139 29. 105.1 42.3 * 1 1950 239 28. 85.3 40.7
1 0315 40 16. 10.5 30.6 * 1 1135 140 29. 104.9 42.3 * 1 1955 240 28. 85.1 40.7
1 0320 41 16. 12.2 30.8 * 1 1140 141 29. 104.7 42.3 * 1 2000 241 28. 84.9 40.7
1 0325 42 17. 14.7 31.2 * 1 1145 142 29. 104.5 42.2 * 1 2005 242 28. 84.7 40.6
1 0330 43 18. 18.4 32.2 * 1 1150 143 29. 104.3 42.2 * 1 2010 243 28. 84.5 40.6
1 0335 44 20. 23.6 33.6 * 1 1155 144 29. 104.0 42.2 * 1 2015 244 28. 84.3 40.6
1 0340 45 22. 30.3 34.7 * 1 1200 145 29. 103.8 42.2 * 1 2020 245 28. 84.1 40.6
1 0345 46 23. 38.0 35.7 * 1 1205 146 29. 103.6 42.2 * 1 2025 246 28. 83.9 40.6
1 0350 47 24. 45.9 36.7 * 1 1210 147 29. 103.4 42.2 * 1 2030 247 28. 83.7 40.6
1 0355 48 25. 53.5 37.6 * 1 1215 148 29. 103.2 42.2 * 1 2035 248 28. 83.6 40.5
1 0400 49 26. 60.4 38.3 * 1 1220 149 29. 103.0 42.1 * 1 2040 249 28. 83.4 40.5
1 0405 50 26. 66.3 38.9 * 1 1225 150 29. 102.8 42.1 * 1 2045 250 28. 83.2 40.5
1 0410 51 27. 71.3 39.4 * 1 1230 151 29. 102.6 42.1 * 1 2050 251 28. 83.0 40.5
1 0415 52 27. 75.5 39.8 * 1 1235 152 29. 102.4 42.1 * 1 2055 252 28. 82.8 40.5
1 0420 53 27. 78.9 40.2 * 1 1240 153 29. 102.2 42.1 * 1 2100 253 28. 82.6 40.5
1 0425 54 28. 81.8 40.4 * 1 1245 154 29. 102.0 42.1 * 1 2105 254 28. 82.4 40.5
1 0430 55 28. 84.2 40.6 * 1 1250 155 29. 101.8 42.1 * 1 2110 255 28. 82.2 40.4
1 0435 56 28. 86.4 40.8 * 1 1255 156 29. 101.6 42.0 * 1 2115 256 28. 82.0 40.4
1 0440 57 28. 88.7 41.0 * 1 1300 157 29. 101.4 42.0 * 1 2120 257 28. 81.8 40.4
1 0445 58 28. 91.0 41.2 * 1 1305 158 29. 101.2 42.0 * 1 2125 258 28. 81.6 40.4
1 0450 59 29. 93.6 41.4 * 1 1310 159 29. 101.0 42.0 * 1 2130 259 28. 81.5 40.4
1 0455 60 29. 96.4 41.6 * 1 1315 160 29. 100.8 42.0 * 1 2135 260 28. 81.3 40.4
1 0500 61 29. 99.4 41.9 * 1 1320 161 29. 100.6 42.0 * 1 2140 261 28. 81.1 40.3
1 0505 62 29. 102.3 42.1 * 1 1325 162 29. 100.4 42.0 * 1 2145 262 28. 80.9 40.3
1 0510 63 29. 105.1 42.3 * 1 1330 163 29. 100.2 41.9 * 1 2150 263 28. 80.7 40.3
1 0515 64 30. 107.5 42.4 * 1 1335 164 29. 100.0 41.9 * 1 2155 264 28. 80.5 40.3
1 0520 65 30. 109.6 42.6 * 1 1340 165 29. 99.8 41.9 * 1 2200 265 28. 80.3 40.3
1 0525 66 30. 111.2 42.7 * 1 1345 166 29. 99.6 41.9 * 1 2205 266 28. 80.1 40.3
1 0530 67 30. 112.5 42.8 * 1 1350 167 29. 99.4 41.9 * 1 2210 267 28. 79.9 40.2
1 0535 68 30. 113.6 42.9 * 1 1355 168 29. 99.2 41.9 * 1 2215 268 28. 79.7 40.2
1 0540 69 30. 114.4 42.9 * 1 1400 169 29. 99.0 41.8 * 1 2220 269 28. 79.6 40.2
1 0545 70 30. 115.0 43.0 * 1 1405 170 29. 98.8 41.8 * 1 2225 270 27. 79.4 40.2
1 0550 71 30. 115.5 43.0 * 1 1410 171 29. 98.6 41.8 * 1 2230 271 27. 79.2 40.2
1 0555 72 30. 115.9 43.0 * 1 1415 172 29. 98.4 41.8 * 1 2235 272 27. 79.0 40.2
1 0600 73 30. 116.2 43.0 * 1 1420 173 29. 98.2 41.8 * 1 2240 273 27. 78.8 40.1
1 0605 74 30. 116.4 43.1 * 1 1425 174 29. 98.0 41.8 * 1 2245 274 27. 78.6 40.1
1 0610 75 30. 116.6 43.1 * 1 1430 175 29. 97.8 41.7 * 1 2250 275 27. 78.4 40.1
1 0615 76 30. 116.7 43.1 * 1 1435 176 29. 97.6 41.7 * 1 2255 276 27. 78.2 40.1
1 0620 77 30. 116.8 43.1 * 1 1440 177 29. 97.4 41.7 * 1 2300 277 27. 78.0 40.1
1 0625 78 30. 116.8 43.1 * 1 1445 178 29. 97.2 41.7 * 1 2305 278 27. 77.9 40.1
1 0630 79 30. 116.8 43.1 * 1 1450 179 29. 97.0 41.7 * 1 2310 279 27. 77.7 40.1
1 0635 80 30. 116.7 43.1 * 1 1455 180 29. 96.8 41.7 * 1 2315 280 27. 77.5 40.0
1 0640 81 30. 116.6 43.1 * 1 1500 181 29. 96.6 41.6 * 1 2320 281 27. 77.3 40.0
1 0645 82 30. 116.5 43.1 * 1 1505 182 29. 96.4 41.6 * 1 2325 282 27. 77.1 40.0
1 0650 83 30. 116.4 43.1 * 1 1510 183 29. 96.2 41.6 * 1 2330 283 27. 76.9 40.0
1 0655 84 30. 116.2 43.0 * 1 1515 184 29. 96.0 41.6 * 1 2335 284 27. 76.7 40.0
1 0700 85 30. 116.0 43.0 * 1 1520 185 29. 95.8 41.6 * 1 2340 285 27. 76.5 40.0
1 0705 86 30. 115.9 43.0 * 1 1525 186 29. 95.6 41.6 * 1 2345 286 27. 76.3 39.9
1 0710 87 30. 115.7 43.0 * 1 1530 187 29. 95.4 41.5 * 1 2350 287 27. 76.2 39.9
1 0715 88 30. 115.5 43.0 * 1 1535 188 29. 95.2 41.5 * 1 2355 288 27. 76.0 39.9
1 0720 89 30. 115.3 43.0 * 1 1540 189 29. 95.0 41.5 * 2 0000 289 27. 75.8 39.9
1 0725 90 30. 115.1 43.0 * 1 1545 190 29. 94.8 41.5 * 2 0005 290 27. 75.6 39.9
1 0730 91 30. 114.9 43.0 * 1 1550 191 29. 94.6 41.5 * 2 0010 291 27. 75.4 39.8
1 0735 92 30. 114.7 42.9 * 1 1555 192 29. 94.4 41.5 * 2 0015 292 27. 75.2 39.8
1 0740 93 30. 114.5 42.9 * 1 1600 193 29. 94.2 41.4 * 2 0020 293 27. 75.0 39.8
1 0745 94 30. 114.3 42.9 * 1 1605 194 29. 94.1 41.4 * 2 0025 294 27. 74.8 39.8
1 0750 95 30. 114.1 42.9 * 1 1610 195 29. 93.9 41.4 * 2 0030 295 27. 74.7 39.8
1 0755 96 30. 113.9 42.9 * 1 1615 196 29. 93.7 41.4 * 2 0035 296 27. 74.5 39.7
1 0800 97 30. 113.7 42.9 * 1 1620 197 29. 93.5 41.4 * 2 0040 297 27. 74.3 39.7
1 0805 98 30. 113.4 42.9 * 1 1625 198 29. 93.3 41.4 * 2 0045 298 27. 74.1 39.7
1 0810 99 30. 113.2 42.8 * 1 1630 199 29. 93.1 41.3 * 2 0050 299 27. 73.9 39.7
1 0815 100 30. 113.0 42.8 * 1 1635 200 29. 92.9 41.3 * 2 0055 300 27. 73.7 39.7
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 30. 6.42 30. 27. 26. 26.
(INCHES) .148 .527 .527 .527
(AC-FT) 15. 53. 53. 53.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
117. 6.42 112. 85. 82. 82.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.09 6.42 42.77 40.00 39.48 39.48
CUMULATIVE AREA = 1.88 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1187 KK * MEADOWIN *
* *
**************
1190 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
1191 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
***
***********************************************************************************************************************************
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 76 241. * 1 1230 151 30. * 1 1845 226 29.
1 0005 2 0. * 1 0620 77 212. * 1 1235 152 30. * 1 1850 227 29.
1 0010 3 0. * 1 0625 78 184. * 1 1240 153 30. * 1 1855 228 29.
1 0015 4 0. * 1 0630 79 159. * 1 1245 154 30. * 1 1900 229 29.
1 0020 5 1. * 1 0635 80 136. * 1 1250 155 30. * 1 1905 230 29.
1 0025 6 3. * 1 0640 81 116. * 1 1255 156 30. * 1 1910 231 29.
1 0030 7 11. * 1 0645 82 99. * 1 1300 157 30. * 1 1915 232 29.
1 0035 8 28. * 1 0650 83 85. * 1 1305 158 30. * 1 1920 233 29.
1 0040 9 52. * 1 0655 84 73. * 1 1310 159 30. * 1 1925 234 29.
1 0045 10 80. * 1 0700 85 64. * 1 1315 160 30. * 1 1930 235 29.
1 0050 11 106. * 1 0705 86 56. * 1 1320 161 30. * 1 1935 236 29.
1 0055 12 125. * 1 0710 87 50. * 1 1325 162 30. * 1 1940 237 28.
1 0100 13 137. * 1 0715 88 45. * 1 1330 163 30. * 1 1945 238 28.
1 0105 14 141. * 1 0720 89 41. * 1 1335 164 30. * 1 1950 239 28.
1 0110 15 142. * 1 0725 90 39. * 1 1340 165 30. * 1 1955 240 28.
1 0115 16 143. * 1 0730 91 37. * 1 1345 166 30. * 1 2000 241 28.
1 0120 17 144. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.
1 0125 18 148. * 1 0740 93 34. * 1 1355 168 29. * 1 2010 243 28.
1 0130 19 156. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.
1 0135 20 170. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.
1 0140 21 192. * 1 0755 96 32. * 1 1410 171 29. * 1 2025 246 28.
1 0145 22 221. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.
1 0150 23 254. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.
1 0155 24 285. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.
1 0200 25 312. * 1 0815 100 31. * 1 1430 175 29. * 1 2045 250 28.
1 0205 26 331. * 1 0820 101 31. * 1 1435 176 29. * 1 2050 251 28.
1 0210 27 346. * 1 0825 102 31. * 1 1440 177 29. * 1 2055 252 28.
1 0215 28 358. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.
1 0220 29 369. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.
1 0225 30 381. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.
1 0230 31 390. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.
1 0235 32 396. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.
1 0240 33 400. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.
1 0245 34 404. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.
1 0250 35 413. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.
1 0255 36 427. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.
1 0300 37 454. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.
1 0305 38 500. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.
1 0310 39 582. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.
1 0315 40 726. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.
1 0320 41 972. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.
1 0325 42 1376. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.
1 0330 43 1977. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.
1 0335 44 2704. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.
1 0340 45 3347. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.
1 0345 46 3754. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.
1 0350 47 3886. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.
1 0355 48 3788. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.
1 0400 49 3522. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.
1 0405 50 3160. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.
1 0410 51 2772. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.
1 0415 52 2398. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.
1 0420 53 2061. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.
1 0425 54 1776. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.
1 0430 55 1558. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.
1 0435 56 1418. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.
1 0440 57 1357. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.
1 0445 58 1360. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.
1 0450 59 1412. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.
1 0455 60 1488. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.
1 0500 61 1541. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.
1 0505 62 1540. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.
1 0510 63 1478. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.
1 0515 64 1366. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.
1 0520 65 1221. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.
1 0525 66 1064. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.
1 0530 67 913. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 28.
1 0535 68 775. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 28.
1 0540 69 655. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 28.
1 0545 70 554. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 28.
1 0550 71 472. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 28.
1 0555 72 406. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 28.
1 0600 73 353. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 28.
1 0605 74 310. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 28.
1 0610 75 274. * 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)
+ 3886. 3.83 962. 264. 254. 254.
(INCHES) 1.185 1.298 1.300 1.300
(AC-FT) 477. 523. 524. 524.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* * *
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 76 239. * 1 1230 151 30. * 1 1845 226 28.
1 0005 2 0. * 1 0620 77 210. * 1 1235 152 30. * 1 1850 227 28.
1 0010 3 0. * 1 0625 78 182. * 1 1240 153 30. * 1 1855 228 28.
1 0015 4 0. * 1 0630 79 157. * 1 1245 154 30. * 1 1900 229 28.
1 0020 5 0. * 1 0635 80 135. * 1 1250 155 30. * 1 1905 230 28.
1 0025 6 3. * 1 0640 81 115. * 1 1255 156 30. * 1 1910 231 28.
1 0030 7 10. * 1 0645 82 98. * 1 1300 157 29. * 1 1915 232 28.
1 0035 8 26. * 1 0650 83 84. * 1 1305 158 29. * 1 1920 233 28.
1 0040 9 50. * 1 0655 84 73. * 1 1310 159 29. * 1 1925 234 28.
1 0045 10 76. * 1 0700 85 63. * 1 1315 160 29. * 1 1930 235 28.
1 0050 11 101. * 1 0705 86 56. * 1 1320 161 29. * 1 1935 236 28.
1 0055 12 120. * 1 0710 87 50. * 1 1325 162 29. * 1 1940 237 28.
1 0100 13 131. * 1 0715 88 45. * 1 1330 163 29. * 1 1945 238 28.
1 0105 14 136. * 1 0720 89 41. * 1 1335 164 29. * 1 1950 239 28.
1 0110 15 137. * 1 0725 90 38. * 1 1340 165 29. * 1 1955 240 28.
1 0115 16 137. * 1 0730 91 36. * 1 1345 166 29. * 1 2000 241 28.
1 0120 17 139. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.
1 0125 18 143. * 1 0740 93 34. * 1 1355 168 29. * 1 2010 243 28.
1 0130 19 151. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.
1 0135 20 165. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.
1 0140 21 186. * 1 0755 96 32. * 1 1410 171 29. * 1 2025 246 28.
1 0145 22 215. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.
1 0150 23 247. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.
1 0155 24 278. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.
1 0200 25 303. * 1 0815 100 31. * 1 1430 175 29. * 1 2045 250 28.
1 0205 26 323. * 1 0820 101 31. * 1 1435 176 29. * 1 2050 251 28.
1 0210 27 337. * 1 0825 102 30. * 1 1440 177 29. * 1 2055 252 28.
1 0215 28 349. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.
1 0220 29 361. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.
1 0225 30 372. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.
1 0230 31 382. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.
1 0235 32 388. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.
1 0240 33 391. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.
1 0245 34 396. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.
1 0250 35 404. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.
1 0255 36 419. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.
1 0300 37 445. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.
1 0305 38 490. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.
1 0310 39 570. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.
1 0315 40 711. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.
1 0320 41 952. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.
1 0325 42 1348. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.
1 0330 43 1938. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.
1 0335 44 2655. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.
1 0340 45 3291. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.
1 0345 46 3694. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.
1 0350 47 3828. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.
1 0355 48 3732. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.
1 0400 49 3471. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.
1 0405 50 3117. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.
1 0410 51 2736. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.
1 0415 52 2369. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.
1 0420 53 2037. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.
1 0425 54 1755. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.
1 0430 55 1538. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.
1 0435 56 1400. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.
1 0440 57 1339. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.
1 0445 58 1341. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 28.
1 0450 59 1393. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 28.
1 0455 60 1467. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 28.
1 0500 61 1520. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 28.
1 0505 62 1519. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 28.
1 0510 63 1459. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 28.
1 0515 64 1348. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 28.
1 0520 65 1205. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 28.
1 0525 66 1051. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 28.
1 0530 67 902. * 1 1145 142 30. * 1 1800 217 29. * 2 0015 292 27.
1 0535 68 767. * 1 1150 143 30. * 1 1805 218 29. * 2 0020 293 27.
1 0540 69 648. * 1 1155 144 30. * 1 1810 219 29. * 2 0025 294 27.
1 0545 70 548. * 1 1200 145 30. * 1 1815 220 29. * 2 0030 295 27.
1 0550 71 467. * 1 1205 146 30. * 1 1820 221 29. * 2 0035 296 27.
1 0555 72 402. * 1 1210 147 30. * 1 1825 222 29. * 2 0040 297 27.
1 0600 73 350. * 1 1215 148 30. * 1 1830 223 29. * 2 0045 298 27.
1 0605 74 307. * 1 1220 149 30. * 1 1835 224 29. * 2 0050 299 27.
1 0610 75 271. * 1 1225 150 30. * 1 1840 225 29. * 2 0055 300 27.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3828. 3.83 947. 260. 251. 251.
(INCHES) 1.167 1.279 1.281 1.281
(AC-FT) 470. 515. 516. 516.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* * *
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 76 237. * 1 1230 151 29. * 1 1845 226 28.
1 0005 2 0. * 1 0620 77 208. * 1 1235 152 29. * 1 1850 227 28.
1 0010 3 0. * 1 0625 78 181. * 1 1240 153 29. * 1 1855 228 28.
1 0015 4 0. * 1 0630 79 156. * 1 1245 154 29. * 1 1900 229 28.
1 0020 5 0. * 1 0635 80 134. * 1 1250 155 29. * 1 1905 230 28.
1 0025 6 3. * 1 0640 81 114. * 1 1255 156 29. * 1 1910 231 28.
1 0030 7 10. * 1 0645 82 98. * 1 1300 157 29. * 1 1915 232 28.
1 0035 8 25. * 1 0650 83 84. * 1 1305 158 29. * 1 1920 233 28.
1 0040 9 47. * 1 0655 84 72. * 1 1310 159 29. * 1 1925 234 28.
1 0045 10 73. * 1 0700 85 63. * 1 1315 160 29. * 1 1930 235 28.
1 0050 11 97. * 1 0705 86 55. * 1 1320 161 29. * 1 1935 236 28.
1 0055 12 115. * 1 0710 87 49. * 1 1325 162 29. * 1 1940 237 28.
1 0100 13 127. * 1 0715 88 45. * 1 1330 163 29. * 1 1945 238 28.
1 0105 14 132. * 1 0720 89 41. * 1 1335 164 29. * 1 1950 239 28.
1 0110 15 133. * 1 0725 90 38. * 1 1340 165 29. * 1 1955 240 28.
1 0115 16 133. * 1 0730 91 36. * 1 1345 166 29. * 1 2000 241 28.
1 0120 17 135. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.
1 0125 18 139. * 1 0740 93 33. * 1 1355 168 29. * 1 2010 243 28.
1 0130 19 147. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.
1 0135 20 161. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.
1 0140 21 182. * 1 0755 96 32. * 1 1410 171 29. * 1 2025 246 28.
1 0145 22 210. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.
1 0150 23 241. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.
1 0155 24 271. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.
1 0200 25 297. * 1 0815 100 31. * 1 1430 175 29. * 1 2045 250 28.
1 0205 26 316. * 1 0820 101 30. * 1 1435 176 29. * 1 2050 251 28.
1 0210 27 331. * 1 0825 102 30. * 1 1440 177 29. * 1 2055 252 28.
1 0215 28 342. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.
1 0220 29 354. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.
1 0225 30 365. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.
1 0230 31 375. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.
1 0235 32 381. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.
1 0240 33 385. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.
1 0245 34 389. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.
1 0250 35 397. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.
1 0255 36 412. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.
1 0300 37 437. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.
1 0305 38 482. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.
1 0310 39 561. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.
1 0315 40 699. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.
1 0320 41 936. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.
1 0325 42 1326. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.
1 0330 43 1908. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.
1 0335 44 2616. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.
1 0340 45 3247. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.
1 0345 46 3648. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.
1 0350 47 3781. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.
1 0355 48 3690. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.
1 0400 49 3433. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.
1 0405 50 3085. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 28.
1 0410 51 2708. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 28.
1 0415 52 2345. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 28.
1 0420 53 2017. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 28.
1 0425 54 1738. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 28.
1 0430 55 1523. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 28.
1 0435 56 1386. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 28.
1 0440 57 1325. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 28.
1 0445 58 1327. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 27.
1 0450 59 1377. * 1 1105 134 30. * 1 1720 209 29. * 1 2335 284 27.
1 0455 60 1450. * 1 1110 135 30. * 1 1725 210 29. * 1 2340 285 27.
1 0500 61 1503. * 1 1115 136 30. * 1 1730 211 29. * 1 2345 286 27.
1 0505 62 1503. * 1 1120 137 30. * 1 1735 212 29. * 1 2350 287 27.
1 0510 63 1443. * 1 1125 138 30. * 1 1740 213 29. * 1 2355 288 27.
1 0515 64 1335. * 1 1130 139 30. * 1 1745 214 29. * 2 0000 289 27.
1 0520 65 1193. * 1 1135 140 30. * 1 1750 215 29. * 2 0005 290 27.
1 0525 66 1041. * 1 1140 141 30. * 1 1755 216 29. * 2 0010 291 27.
1 0530 67 894. * 1 1145 142 30. * 1 1800 217 28. * 2 0015 292 27.
1 0535 68 760. * 1 1150 143 30. * 1 1805 218 28. * 2 0020 293 27.
1 0540 69 642. * 1 1155 144 30. * 1 1810 219 28. * 2 0025 294 27.
1 0545 70 543. * 1 1200 145 30. * 1 1815 220 28. * 2 0030 295 27.
1 0550 71 463. * 1 1205 146 30. * 1 1820 221 28. * 2 0035 296 27.
1 0555 72 399. * 1 1210 147 30. * 1 1825 222 28. * 2 0040 297 27.
1 0600 73 347. * 1 1215 148 29. * 1 1830 223 28. * 2 0045 298 27.
1 0605 74 304. * 1 1220 149 29. * 1 1835 224 28. * 2 0050 299 27.
1 0610 75 269. * 1 1225 150 29. * 1 1840 225 28. * 2 0055 300 27.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3781. 3.83 936. 257. 248. 248.
(INCHES) 1.152 1.264 1.266 1.266
(AC-FT) 464. 509. 510. 510.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* * *
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 76 235. * 1 1230 151 29. * 1 1845 226 28.
1 0005 2 0. * 1 0620 77 206. * 1 1235 152 29. * 1 1850 227 28.
1 0010 3 0. * 1 0625 78 180. * 1 1240 153 29. * 1 1855 228 28.
1 0015 4 0. * 1 0630 79 155. * 1 1245 154 29. * 1 1900 229 28.
1 0020 5 0. * 1 0635 80 133. * 1 1250 155 29. * 1 1905 230 28.
1 0025 6 3. * 1 0640 81 114. * 1 1255 156 29. * 1 1910 231 28.
1 0030 7 9. * 1 0645 82 97. * 1 1300 157 29. * 1 1915 232 28.
1 0035 8 24. * 1 0650 83 83. * 1 1305 158 29. * 1 1920 233 28.
1 0040 9 46. * 1 0655 84 72. * 1 1310 159 29. * 1 1925 234 28.
1 0045 10 70. * 1 0700 85 63. * 1 1315 160 29. * 1 1930 235 28.
1 0050 11 93. * 1 0705 86 55. * 1 1320 161 29. * 1 1935 236 28.
1 0055 12 112. * 1 0710 87 49. * 1 1325 162 29. * 1 1940 237 28.
1 0100 13 123. * 1 0715 88 44. * 1 1330 163 29. * 1 1945 238 28.
1 0105 14 128. * 1 0720 89 41. * 1 1335 164 29. * 1 1950 239 28.
1 0110 15 129. * 1 0725 90 38. * 1 1340 165 29. * 1 1955 240 28.
1 0115 16 130. * 1 0730 91 36. * 1 1345 166 29. * 1 2000 241 28.
1 0120 17 132. * 1 0735 92 35. * 1 1350 167 29. * 1 2005 242 28.
1 0125 18 136. * 1 0740 93 33. * 1 1355 168 29. * 1 2010 243 28.
1 0130 19 143. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.
1 0135 20 157. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.
1 0140 21 178. * 1 0755 96 31. * 1 1410 171 29. * 1 2025 246 28.
1 0145 22 205. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.
1 0150 23 236. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.
1 0155 24 266. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.
1 0200 25 291. * 1 0815 100 30. * 1 1430 175 29. * 1 2045 250 28.
1 0205 26 310. * 1 0820 101 30. * 1 1435 176 29. * 1 2050 251 28.
1 0210 27 325. * 1 0825 102 30. * 1 1440 177 29. * 1 2055 252 28.
1 0215 28 336. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.
1 0220 29 348. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 28.
1 0225 30 359. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 28.
1 0230 31 369. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 28.
1 0235 32 375. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 28.
1 0240 33 379. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 28.
1 0245 34 383. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 28.
1 0250 35 392. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 28.
1 0255 36 406. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 28.
1 0300 37 431. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 28.
1 0305 38 475. * 1 0920 113 30. * 1 1535 188 29. * 1 2150 263 28.
1 0310 39 553. * 1 0925 114 30. * 1 1540 189 29. * 1 2155 264 28.
1 0315 40 689. * 1 0930 115 30. * 1 1545 190 29. * 1 2200 265 28.
1 0320 41 921. * 1 0935 116 30. * 1 1550 191 29. * 1 2205 266 28.
1 0325 42 1306. * 1 0940 117 30. * 1 1555 192 29. * 1 2210 267 28.
1 0330 43 1881. * 1 0945 118 30. * 1 1600 193 29. * 1 2215 268 28.
1 0335 44 2581. * 1 0950 119 30. * 1 1605 194 29. * 1 2220 269 28.
1 0340 45 3206. * 1 0955 120 30. * 1 1610 195 29. * 1 2225 270 28.
1 0345 46 3603. * 1 1000 121 30. * 1 1615 196 29. * 1 2230 271 28.
1 0350 47 3742. * 1 1005 122 30. * 1 1620 197 29. * 1 2235 272 28.
1 0355 48 3651. * 1 1010 123 30. * 1 1625 198 29. * 1 2240 273 28.
1 0400 49 3401. * 1 1015 124 30. * 1 1630 199 29. * 1 2245 274 28.
1 0405 50 3057. * 1 1020 125 30. * 1 1635 200 29. * 1 2250 275 27.
1 0410 51 2684. * 1 1025 126 30. * 1 1640 201 29. * 1 2255 276 27.
1 0415 52 2324. * 1 1030 127 30. * 1 1645 202 29. * 1 2300 277 27.
1 0420 53 2000. * 1 1035 128 30. * 1 1650 203 29. * 1 2305 278 27.
1 0425 54 1723. * 1 1040 129 30. * 1 1655 204 29. * 1 2310 279 27.
1 0430 55 1510. * 1 1045 130 30. * 1 1700 205 29. * 1 2315 280 27.
1 0435 56 1374. * 1 1050 131 30. * 1 1705 206 29. * 1 2320 281 27.
1 0440 57 1313. * 1 1055 132 30. * 1 1710 207 29. * 1 2325 282 27.
1 0445 58 1314. * 1 1100 133 30. * 1 1715 208 29. * 1 2330 283 27.
1 0450 59 1364. * 1 1105 134 30. * 1 1720 209 28. * 1 2335 284 27.
1 0455 60 1436. * 1 1110 135 30. * 1 1725 210 28. * 1 2340 285 27.
1 0500 61 1488. * 1 1115 136 30. * 1 1730 211 28. * 1 2345 286 27.
1 0505 62 1488. * 1 1120 137 30. * 1 1735 212 28. * 1 2350 287 27.
1 0510 63 1430. * 1 1125 138 30. * 1 1740 213 28. * 1 2355 288 27.
1 0515 64 1323. * 1 1130 139 30. * 1 1745 214 28. * 2 0000 289 27.
1 0520 65 1183. * 1 1135 140 29. * 1 1750 215 28. * 2 0005 290 27.
1 0525 66 1032. * 1 1140 141 29. * 1 1755 216 28. * 2 0010 291 27.
1 0530 67 886. * 1 1145 142 29. * 1 1800 217 28. * 2 0015 292 27.
1 0535 68 754. * 1 1150 143 29. * 1 1805 218 28. * 2 0020 293 27.
1 0540 69 637. * 1 1155 144 29. * 1 1810 219 28. * 2 0025 294 27.
1 0545 70 539. * 1 1200 145 29. * 1 1815 220 28. * 2 0030 295 27.
1 0550 71 460. * 1 1205 146 29. * 1 1820 221 28. * 2 0035 296 27.
1 0555 72 396. * 1 1210 147 29. * 1 1825 222 28. * 2 0040 297 27.
1 0600 73 344. * 1 1215 148 29. * 1 1830 223 28. * 2 0045 298 27.
1 0605 74 302. * 1 1220 149 29. * 1 1835 224 28. * 2 0050 299 27.
1 0610 75 267. * 1 1225 150 29. * 1 1840 225 28. * 2 0055 300 27.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3742. 3.83 925. 254. 245. 245.
(INCHES) 1.139 1.251 1.253 1.253
(AC-FT) 459. 504. 505. 505.
CUMULATIVE AREA = 7.55 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1192 KK * MEADOWDB *
* *
**************
1208 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
1209 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
1210 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
1212 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
1214 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 = .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 101 466. 36.4 2102.3 * 1 1640 201 29. 2.5 2098.3
1 0005 2 0. .0 2097.9 * 1 0825 102 442. 33.5 2102.1 * 1 1645 202 29. 2.5 2098.3
1 0010 3 0. .0 2097.9 * 1 0830 103 420. 30.8 2101.9 * 1 1650 203 29. 2.5 2098.3
1 0015 4 0. .0 2097.9 * 1 0835 104 398. 28.2 2101.8 * 1 1655 204 29. 2.5 2098.3
1 0020 5 0. .0 2097.9 * 1 0840 105 355. 25.8 2101.6 * 1 1700 205 29. 2.5 2098.3
1 0025 6 0. .0 2097.9 * 1 0845 106 318. 23.7 2101.5 * 1 1705 206 29. 2.5 2098.3
1 0030 7 1. .1 2097.9 * 1 0850 107 285. 21.8 2101.3 * 1 1710 207 29. 2.5 2098.3
1 0035 8 2. .2 2097.9 * 1 0855 108 255. 20.2 2101.2 * 1 1715 208 29. 2.5 2098.3
1 0040 9 5. .4 2098.0 * 1 0900 109 229. 18.7 2101.1 * 1 1720 209 29. 2.5 2098.3
1 0045 10 10. .8 2098.1 * 1 0905 110 206. 17.4 2101.0 * 1 1725 210 29. 2.5 2098.3
1 0050 11 16. 1.4 2098.2 * 1 0910 111 191. 16.2 2100.8 * 1 1730 211 29. 2.5 2098.3
1 0055 12 24. 2.0 2098.3 * 1 0915 112 179. 15.2 2100.6 * 1 1735 212 29. 2.5 2098.3
1 0100 13 32. 2.8 2098.4 * 1 0920 113 167. 14.2 2100.5 * 1 1740 213 29. 2.5 2098.3
1 0105 14 41. 3.5 2098.5 * 1 0925 114 156. 13.3 2100.3 * 1 1745 214 29. 2.5 2098.3
1 0110 15 49. 4.1 2098.6 * 1 0930 115 147. 12.5 2100.1 * 1 1750 215 29. 2.5 2098.3
1 0115 16 56. 4.7 2098.8 * 1 0935 116 138. 11.7 2100.0 * 1 1755 216 29. 2.5 2098.3
1 0120 17 63. 5.3 2098.9 * 1 0940 117 129. 11.0 2099.9 * 1 1800 217 29. 2.5 2098.3
1 0125 18 69. 5.9 2099.0 * 1 0945 118 121. 10.3 2099.8 * 1 1805 218 29. 2.5 2098.3
1 0130 19 76. 6.4 2099.1 * 1 0950 119 114. 9.7 2099.7 * 1 1810 219 29. 2.5 2098.3
1 0135 20 82. 7.0 2099.2 * 1 0955 120 108. 9.2 2099.6 * 1 1815 220 29. 2.5 2098.3
1 0140 21 90. 7.7 2099.3 * 1 1000 121 102. 8.6 2099.5 * 1 1820 221 29. 2.5 2098.3
1 0145 22 99. 8.4 2099.4 * 1 1005 122 96. 8.2 2099.4 * 1 1825 222 29. 2.5 2098.3
1 0150 23 110. 9.3 2099.6 * 1 1010 123 91. 7.7 2099.3 * 1 1830 223 29. 2.5 2098.3
1 0155 24 122. 10.4 2099.8 * 1 1015 124 86. 7.3 2099.2 * 1 1835 224 29. 2.5 2098.3
1 0200 25 136. 11.6 2100.0 * 1 1020 125 82. 7.0 2099.2 * 1 1840 225 29. 2.5 2098.3
1 0205 26 151. 12.8 2100.2 * 1 1025 126 78. 6.6 2099.1 * 1 1845 226 29. 2.5 2098.3
1 0210 27 165. 14.0 2100.4 * 1 1030 127 74. 6.3 2099.0 * 1 1850 227 29. 2.5 2098.3
1 0215 28 180. 15.3 2100.7 * 1 1035 128 71. 6.0 2099.0 * 1 1855 228 29. 2.4 2098.3
1 0220 29 194. 16.5 2100.9 * 1 1040 129 67. 5.7 2098.9 * 1 1900 229 29. 2.4 2098.3
1 0225 30 211. 17.7 2101.0 * 1 1045 130 65. 5.5 2098.9 * 1 1905 230 29. 2.4 2098.3
1 0230 31 231. 18.8 2101.1 * 1 1050 131 62. 5.3 2098.8 * 1 1910 231 29. 2.4 2098.3
1 0235 32 250. 19.9 2101.2 * 1 1055 132 59. 5.0 2098.8 * 1 1915 232 29. 2.4 2098.3
1 0240 33 267. 20.8 2101.3 * 1 1100 133 57. 4.8 2098.8 * 1 1920 233 29. 2.4 2098.3
1 0245 34 283. 21.7 2101.3 * 1 1105 134 55. 4.7 2098.7 * 1 1925 234 29. 2.4 2098.3
1 0250 35 297. 22.5 2101.4 * 1 1110 135 53. 4.5 2098.7 * 1 1930 235 29. 2.4 2098.3
1 0255 36 311. 23.3 2101.4 * 1 1115 136 51. 4.4 2098.7 * 1 1935 236 29. 2.4 2098.3
1 0300 37 326. 24.1 2101.5 * 1 1120 137 50. 4.2 2098.7 * 1 1940 237 29. 2.4 2098.3
1 0305 38 344. 25.1 2101.6 * 1 1125 138 48. 4.1 2098.6 * 1 1945 238 29. 2.4 2098.3
1 0310 39 366. 26.4 2101.7 * 1 1130 139 47. 4.0 2098.6 * 1 1950 239 29. 2.4 2098.3
1 0315 40 400. 28.3 2101.8 * 1 1135 140 45. 3.8 2098.6 * 1 1955 240 29. 2.4 2098.3
1 0320 41 424. 31.3 2102.0 * 1 1140 141 44. 3.7 2098.6 * 1 2000 241 29. 2.4 2098.3
1 0325 42 465. 36.3 2102.3 * 1 1145 142 43. 3.7 2098.6 * 1 2005 242 29. 2.4 2098.3
1 0330 43 522. 44.5 2102.8 * 1 1150 143 42. 3.6 2098.5 * 1 2010 243 29. 2.4 2098.3
1 0335 44 593. 56.7 2103.5 * 1 1155 144 41. 3.5 2098.5 * 1 2015 244 29. 2.4 2098.3
1 0340 45 689. 73.2 2104.4 * 1 1200 145 40. 3.4 2098.5 * 1 2020 245 29. 2.4 2098.3
1 0345 46 800. 92.5 2105.5 * 1 1205 146 39. 3.3 2098.5 * 1 2025 246 29. 2.4 2098.3
1 0350 47 910. 112.9 2106.5 * 1 1210 147 39. 3.3 2098.5 * 1 2030 247 29. 2.4 2098.3
1 0355 48 1010. 132.7 2107.5 * 1 1215 148 38. 3.2 2098.5 * 1 2035 248 29. 2.4 2098.3
1 0400 49 1094. 150.6 2108.4 * 1 1220 149 37. 3.2 2098.5 * 1 2040 249 28. 2.4 2098.3
1 0405 50 1161. 165.9 2109.1 * 1 1225 150 37. 3.1 2098.5 * 1 2045 250 28. 2.4 2098.3
1 0410 51 1216. 178.1 2109.7 * 1 1230 151 36. 3.1 2098.5 * 1 2050 251 28. 2.4 2098.3
1 0415 52 1258. 187.4 2110.1 * 1 1235 152 36. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3
1 0420 53 1288. 194.0 2110.4 * 1 1240 153 35. 3.0 2098.4 * 1 2100 253 28. 2.4 2098.3
1 0425 54 1307. 198.3 2110.6 * 1 1245 154 35. 3.0 2098.4 * 1 2105 254 28. 2.4 2098.3
1 0430 55 1317. 200.7 2110.7 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3
1 0435 56 1322. 201.9 2110.8 * 1 1255 156 34. 2.9 2098.4 * 1 2115 256 28. 2.4 2098.3
1 0440 57 1324. 202.3 2110.8 * 1 1300 157 34. 2.9 2098.4 * 1 2120 257 28. 2.4 2098.3
1 0445 58 1325. 202.6 2110.8 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3
1 0450 59 1327. 203.0 2110.8 * 1 1310 159 33. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3
1 0455 60 1330. 203.8 2110.9 * 1 1315 160 33. 2.8 2098.4 * 1 2135 260 28. 2.4 2098.3
1 0500 61 1336. 205.1 2110.9 * 1 1320 161 33. 2.8 2098.4 * 1 2140 261 28. 2.4 2098.3
1 0505 62 1341. 206.4 2111.0 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3
1 0510 63 1346. 207.6 2111.0 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3
1 0515 64 1349. 208.1 2111.1 * 1 1335 164 32. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3
1 0520 65 1347. 207.7 2111.0 * 1 1340 165 32. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3
1 0525 66 1341. 206.3 2111.0 * 1 1345 166 32. 2.7 2098.4 * 1 2205 266 28. 2.4 2098.3
1 0530 67 1331. 203.9 2110.9 * 1 1350 167 31. 2.7 2098.4 * 1 2210 267 28. 2.4 2098.3
1 0535 68 1317. 200.6 2110.7 * 1 1355 168 31. 2.7 2098.4 * 1 2215 268 28. 2.4 2098.3
1 0540 69 1299. 196.5 2110.5 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3
1 0545 70 1278. 191.8 2110.3 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3
1 0550 71 1255. 186.6 2110.1 * 1 1410 171 31. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3
1 0555 72 1229. 181.1 2109.8 * 1 1415 172 31. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3
1 0600 73 1203. 175.4 2109.5 * 1 1420 173 31. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3
1 0605 74 1177. 169.4 2109.3 * 1 1425 174 31. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3
1 0610 75 1150. 163.4 2109.0 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3
1 0615 76 1124. 157.4 2108.7 * 1 1435 176 30. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3
1 0620 77 1097. 151.3 2108.4 * 1 1440 177 30. 2.6 2098.4 * 1 2300 277 28. 2.4 2098.3
1 0625 78 1068. 145.2 2108.1 * 1 1445 178 30. 2.6 2098.4 * 1 2305 278 28. 2.4 2098.3
1 0630 79 1040. 139.1 2107.8 * 1 1450 179 30. 2.6 2098.4 * 1 2310 279 28. 2.4 2098.3
1 0635 80 1012. 133.1 2107.5 * 1 1455 180 30. 2.6 2098.4 * 1 2315 280 28. 2.4 2098.3
1 0640 81 982. 127.1 2107.2 * 1 1500 181 30. 2.6 2098.4 * 1 2320 281 28. 2.4 2098.3
1 0645 82 952. 121.2 2106.9 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.4 2098.3
1 0650 83 922. 115.3 2106.6 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.4 2098.3
1 0655 84 893. 109.6 2106.4 * 1 1515 184 30. 2.5 2098.4 * 1 2335 284 28. 2.4 2098.3
1 0700 85 862. 104.1 2106.1 * 1 1520 185 30. 2.5 2098.4 * 1 2340 285 28. 2.4 2098.3
1 0705 86 833. 98.6 2105.8 * 1 1525 186 30. 2.5 2098.4 * 1 2345 286 28. 2.4 2098.3
1 0710 87 805. 93.4 2105.5 * 1 1530 187 30. 2.5 2098.4 * 1 2350 287 28. 2.4 2098.3
1 0715 88 776. 88.2 2105.2 * 1 1535 188 30. 2.5 2098.4 * 1 2355 288 28. 2.4 2098.3
1 0720 89 748. 83.3 2105.0 * 1 1540 189 30. 2.5 2098.4 * 2 0000 289 28. 2.4 2098.3
1 0725 90 720. 78.5 2104.7 * 1 1545 190 30. 2.5 2098.4 * 2 0005 290 28. 2.4 2098.3
1 0730 91 694. 73.9 2104.5 * 1 1550 191 30. 2.5 2098.4 * 2 0010 291 28. 2.4 2098.3
1 0735 92 668. 69.5 2104.2 * 1 1555 192 30. 2.5 2098.4 * 2 0015 292 28. 2.4 2098.3
1 0740 93 642. 65.2 2104.0 * 1 1600 193 30. 2.5 2098.4 * 2 0020 293 28. 2.4 2098.3
1 0745 94 618. 61.1 2103.7 * 1 1605 194 30. 2.5 2098.4 * 2 0025 294 28. 2.4 2098.3
1 0750 95 595. 57.1 2103.5 * 1 1610 195 29. 2.5 2098.4 * 2 0030 295 28. 2.4 2098.3
1 0755 96 573. 53.3 2103.3 * 1 1615 196 29. 2.5 2098.4 * 2 0035 296 28. 2.4 2098.3
1 0800 97 552. 49.7 2103.1 * 1 1620 197 29. 2.5 2098.4 * 2 0040 297 28. 2.4 2098.3
1 0805 98 532. 46.1 2102.9 * 1 1625 198 29. 2.5 2098.4 * 2 0045 298 28. 2.4 2098.3
1 0810 99 512. 42.8 2102.7 * 1 1630 199 29. 2.5 2098.4 * 2 0050 299 28. 2.4 2098.3
1 0815 100 491. 39.5 2102.5 * 1 1635 200 29. 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)
+ 1349. 5.25 891. 263. 253. 253.
(INCHES) 1.097 1.294 1.295 1.295
(AC-FT) 442. 521. 521. 521.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
208. 5.25 117. 33. 31. 31.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2111.06 5.25 2106.50 2100.65 2100.55 2100.55
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* *
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 101 456. 35.2 2102.2 * 1 1640 201 29. 2.5 2098.3
1 0005 2 0. .0 2097.9 * 1 0825 102 433. 32.4 2102.0 * 1 1645 202 29. 2.5 2098.3
1 0010 3 0. .0 2097.9 * 1 0830 103 411. 29.7 2101.9 * 1 1650 203 29. 2.5 2098.3
1 0015 4 0. .0 2097.9 * 1 0835 104 380. 27.2 2101.7 * 1 1655 204 29. 2.5 2098.3
1 0020 5 0. .0 2097.9 * 1 0840 105 339. 24.9 2101.5 * 1 1700 205 29. 2.5 2098.3
1 0025 6 0. .0 2097.9 * 1 0845 106 304. 22.9 2101.4 * 1 1705 206 29. 2.5 2098.3
1 0030 7 1. .1 2097.9 * 1 0850 107 272. 21.1 2101.3 * 1 1710 207 29. 2.5 2098.3
1 0035 8 2. .2 2097.9 * 1 0855 108 244. 19.5 2101.2 * 1 1715 208 29. 2.5 2098.3
1 0040 9 5. .4 2098.0 * 1 0900 109 220. 18.2 2101.1 * 1 1720 209 29. 2.5 2098.3
1 0045 10 9. .8 2098.0 * 1 0905 110 199. 16.9 2101.0 * 1 1725 210 29. 2.5 2098.3
1 0050 11 15. 1.3 2098.1 * 1 0910 111 186. 15.8 2100.8 * 1 1730 211 29. 2.5 2098.3
1 0055 12 23. 1.9 2098.3 * 1 0915 112 174. 14.8 2100.6 * 1 1735 212 29. 2.5 2098.3
1 0100 13 31. 2.6 2098.4 * 1 0920 113 163. 13.8 2100.4 * 1 1740 213 29. 2.5 2098.3
1 0105 14 39. 3.3 2098.5 * 1 0925 114 152. 12.9 2100.2 * 1 1745 214 29. 2.5 2098.3
1 0110 15 46. 3.9 2098.6 * 1 0930 115 143. 12.1 2100.1 * 1 1750 215 29. 2.5 2098.3
1 0115 16 54. 4.5 2098.7 * 1 0935 116 134. 11.4 2100.0 * 1 1755 216 29. 2.5 2098.3
1 0120 17 60. 5.1 2098.8 * 1 0940 117 126. 10.7 2099.8 * 1 1800 217 29. 2.5 2098.3
1 0125 18 66. 5.6 2098.9 * 1 0945 118 118. 10.1 2099.7 * 1 1805 218 29. 2.4 2098.3
1 0130 19 73. 6.2 2099.0 * 1 0950 119 112. 9.5 2099.6 * 1 1810 219 29. 2.4 2098.3
1 0135 20 79. 6.7 2099.1 * 1 0955 120 105. 8.9 2099.5 * 1 1815 220 29. 2.4 2098.3
1 0140 21 87. 7.4 2099.2 * 1 1000 121 99. 8.4 2099.4 * 1 1820 221 29. 2.4 2098.3
1 0145 22 96. 8.1 2099.4 * 1 1005 122 94. 8.0 2099.3 * 1 1825 222 29. 2.4 2098.3
1 0150 23 106. 9.0 2099.5 * 1 1010 123 89. 7.6 2099.3 * 1 1830 223 29. 2.4 2098.3
1 0155 24 118. 10.1 2099.7 * 1 1015 124 84. 7.2 2099.2 * 1 1835 224 29. 2.4 2098.3
1 0200 25 132. 11.2 2099.9 * 1 1020 125 80. 6.8 2099.1 * 1 1840 225 29. 2.4 2098.3
1 0205 26 146. 12.4 2100.1 * 1 1025 126 76. 6.5 2099.1 * 1 1845 226 29. 2.4 2098.3
1 0210 27 160. 13.6 2100.4 * 1 1030 127 73. 6.2 2099.0 * 1 1850 227 29. 2.4 2098.3
1 0215 28 175. 14.8 2100.6 * 1 1035 128 69. 5.9 2099.0 * 1 1855 228 29. 2.4 2098.3
1 0220 29 189. 16.0 2100.8 * 1 1040 129 66. 5.6 2098.9 * 1 1900 229 29. 2.4 2098.3
1 0225 30 203. 17.2 2101.0 * 1 1045 130 63. 5.4 2098.9 * 1 1905 230 29. 2.4 2098.3
1 0230 31 223. 18.3 2101.1 * 1 1050 131 61. 5.2 2098.8 * 1 1910 231 29. 2.4 2098.3
1 0235 32 241. 19.4 2101.2 * 1 1055 132 58. 5.0 2098.8 * 1 1915 232 29. 2.4 2098.3
1 0240 33 258. 20.3 2101.2 * 1 1100 133 56. 4.8 2098.8 * 1 1920 233 29. 2.4 2098.3
1 0245 34 274. 21.2 2101.3 * 1 1105 134 54. 4.6 2098.7 * 1 1925 234 29. 2.4 2098.3
1 0250 35 289. 22.0 2101.3 * 1 1110 135 52. 4.4 2098.7 * 1 1930 235 29. 2.4 2098.3
1 0255 36 303. 22.8 2101.4 * 1 1115 136 50. 4.3 2098.7 * 1 1935 236 29. 2.4 2098.3
1 0300 37 318. 23.7 2101.5 * 1 1120 137 49. 4.1 2098.6 * 1 1940 237 29. 2.4 2098.3
1 0305 38 335. 24.6 2101.5 * 1 1125 138 47. 4.0 2098.6 * 1 1945 238 29. 2.4 2098.3
1 0310 39 357. 25.9 2101.6 * 1 1130 139 46. 3.9 2098.6 * 1 1950 239 28. 2.4 2098.3
1 0315 40 390. 27.7 2101.8 * 1 1135 140 45. 3.8 2098.6 * 1 1955 240 28. 2.4 2098.3
1 0320 41 419. 30.7 2101.9 * 1 1140 141 44. 3.7 2098.6 * 1 2000 241 28. 2.4 2098.3
1 0325 42 459. 35.6 2102.2 * 1 1145 142 42. 3.6 2098.6 * 1 2005 242 28. 2.4 2098.3
1 0330 43 517. 43.5 2102.7 * 1 1150 143 41. 3.5 2098.5 * 1 2010 243 28. 2.4 2098.3
1 0335 44 586. 55.6 2103.4 * 1 1155 144 41. 3.4 2098.5 * 1 2015 244 28. 2.4 2098.3
1 0340 45 681. 71.7 2104.3 * 1 1200 145 40. 3.4 2098.5 * 1 2020 245 28. 2.4 2098.3
1 0345 46 790. 90.7 2105.4 * 1 1205 146 39. 3.3 2098.5 * 1 2025 246 28. 2.4 2098.3
1 0350 47 899. 110.7 2106.4 * 1 1210 147 38. 3.2 2098.5 * 1 2030 247 28. 2.4 2098.3
1 0355 48 999. 130.2 2107.4 * 1 1215 148 38. 3.2 2098.5 * 1 2035 248 28. 2.4 2098.3
1 0400 49 1081. 147.9 2108.2 * 1 1220 149 37. 3.1 2098.5 * 1 2040 249 28. 2.4 2098.3
1 0405 50 1148. 162.9 2108.9 * 1 1225 150 36. 3.1 2098.5 * 1 2045 250 28. 2.4 2098.3
1 0410 51 1201. 175.0 2109.5 * 1 1230 151 36. 3.0 2098.4 * 1 2050 251 28. 2.4 2098.3
1 0415 52 1243. 184.1 2109.9 * 1 1235 152 35. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3
1 0420 53 1273. 190.6 2110.2 * 1 1240 153 35. 3.0 2098.4 * 1 2100 253 28. 2.4 2098.3
1 0425 54 1292. 194.9 2110.4 * 1 1245 154 34. 2.9 2098.4 * 1 2105 254 28. 2.4 2098.3
1 0430 55 1302. 197.3 2110.6 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3
1 0435 56 1307. 198.4 2110.6 * 1 1255 156 34. 2.9 2098.4 * 1 2115 256 28. 2.4 2098.3
1 0440 57 1309. 198.8 2110.6 * 1 1300 157 33. 2.8 2098.4 * 1 2120 257 28. 2.4 2098.3
1 0445 58 1310. 199.0 2110.6 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3
1 0450 59 1312. 199.4 2110.7 * 1 1310 159 33. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3
1 0455 60 1315. 200.2 2110.7 * 1 1315 160 33. 2.8 2098.4 * 1 2135 260 28. 2.4 2098.3
1 0500 61 1320. 201.4 2110.8 * 1 1320 161 32. 2.7 2098.4 * 1 2140 261 28. 2.4 2098.3
1 0505 62 1326. 202.8 2110.8 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3
1 0510 63 1331. 203.9 2110.9 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3
1 0515 64 1333. 204.4 2110.9 * 1 1335 164 32. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3
1 0520 65 1331. 204.0 2110.9 * 1 1340 165 31. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3
1 0525 66 1325. 202.6 2110.8 * 1 1345 166 31. 2.7 2098.4 * 1 2205 266 28. 2.4 2098.3
1 0530 67 1315. 200.3 2110.7 * 1 1350 167 31. 2.6 2098.4 * 1 2210 267 28. 2.4 2098.3
1 0535 68 1301. 197.0 2110.5 * 1 1355 168 31. 2.6 2098.4 * 1 2215 268 28. 2.4 2098.3
1 0540 69 1283. 193.0 2110.4 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3
1 0545 70 1262. 188.3 2110.1 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3
1 0550 71 1239. 183.2 2109.9 * 1 1410 171 31. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3
1 0555 72 1214. 177.7 2109.6 * 1 1415 172 31. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3
1 0600 73 1189. 172.1 2109.4 * 1 1420 173 30. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3
1 0605 74 1163. 166.2 2109.1 * 1 1425 174 30. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3
1 0610 75 1137. 160.3 2108.8 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3
1 0615 76 1110. 154.3 2108.5 * 1 1435 176 30. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3
1 0620 77 1083. 148.3 2108.3 * 1 1440 177 30. 2.6 2098.4 * 1 2300 277 28. 2.4 2098.3
1 0625 78 1055. 142.3 2108.0 * 1 1445 178 30. 2.6 2098.4 * 1 2305 278 28. 2.4 2098.3
1 0630 79 1027. 136.3 2107.7 * 1 1450 179 30. 2.5 2098.4 * 1 2310 279 28. 2.4 2098.3
1 0635 80 999. 130.3 2107.4 * 1 1455 180 30. 2.5 2098.4 * 1 2315 280 28. 2.4 2098.3
1 0640 81 969. 124.4 2107.1 * 1 1500 181 30. 2.5 2098.4 * 1 2320 281 28. 2.4 2098.3
1 0645 82 939. 118.6 2106.8 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.4 2098.3
1 0650 83 909. 112.8 2106.5 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.4 2098.3
1 0655 84 880. 107.2 2106.2 * 1 1515 184 30. 2.5 2098.4 * 1 2335 284 28. 2.4 2098.3
1 0700 85 850. 101.7 2105.9 * 1 1520 185 30. 2.5 2098.4 * 1 2340 285 28. 2.4 2098.3
1 0705 86 821. 96.4 2105.7 * 1 1525 186 30. 2.5 2098.4 * 1 2345 286 28. 2.4 2098.3
1 0710 87 793. 91.2 2105.4 * 1 1530 187 30. 2.5 2098.4 * 1 2350 287 28. 2.4 2098.3
1 0715 88 764. 86.2 2105.1 * 1 1535 188 30. 2.5 2098.4 * 1 2355 288 28. 2.4 2098.3
1 0720 89 736. 81.3 2104.9 * 1 1540 189 30. 2.5 2098.4 * 2 0000 289 28. 2.4 2098.3
1 0725 90 709. 76.6 2104.6 * 1 1545 190 29. 2.5 2098.4 * 2 0005 290 28. 2.4 2098.3
1 0730 91 683. 72.1 2104.3 * 1 1550 191 29. 2.5 2098.4 * 2 0010 291 28. 2.4 2098.3
1 0735 92 657. 67.7 2104.1 * 1 1555 192 29. 2.5 2098.4 * 2 0015 292 28. 2.4 2098.3
1 0740 93 632. 63.5 2103.9 * 1 1600 193 29. 2.5 2098.4 * 2 0020 293 28. 2.4 2098.3
1 0745 94 608. 59.4 2103.6 * 1 1605 194 29. 2.5 2098.4 * 2 0025 294 28. 2.3 2098.3
1 0750 95 586. 55.5 2103.4 * 1 1610 195 29. 2.5 2098.3 * 2 0030 295 28. 2.3 2098.3
1 0755 96 564. 51.8 2103.2 * 1 1615 196 29. 2.5 2098.3 * 2 0035 296 28. 2.3 2098.3
1 0800 97 544. 48.2 2103.0 * 1 1620 197 29. 2.5 2098.3 * 2 0040 297 28. 2.3 2098.3
1 0805 98 524. 44.7 2102.8 * 1 1625 198 29. 2.5 2098.3 * 2 0045 298 28. 2.3 2098.3
1 0810 99 505. 41.4 2102.6 * 1 1630 199 29. 2.5 2098.3 * 2 0050 299 28. 2.3 2098.3
1 0815 100 481. 38.2 2102.4 * 1 1635 200 29. 2.5 2098.3 * 2 0055 300 28. 2.3 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1333. 5.25 878. 259. 249. 249.
(INCHES) 1.082 1.275 1.275 1.275
(AC-FT) 436. 513. 514. 514.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
204. 5.25 114. 32. 31. 31.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2110.89 5.25 2106.39 2100.61 2100.51 2100.51
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* *
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 101 448. 34.3 2102.2 * 1 1640 201 29. 2.5 2098.3
1 0005 2 0. .0 2097.9 * 1 0825 102 426. 31.5 2102.0 * 1 1645 202 29. 2.5 2098.3
1 0010 3 0. .0 2097.9 * 1 0830 103 404. 28.8 2101.8 * 1 1650 203 29. 2.5 2098.3
1 0015 4 0. .0 2097.9 * 1 0835 104 366. 26.4 2101.7 * 1 1655 204 29. 2.5 2098.3
1 0020 5 0. .0 2097.9 * 1 0840 105 327. 24.2 2101.5 * 1 1700 205 29. 2.5 2098.3
1 0025 6 0. .0 2097.9 * 1 0845 106 293. 22.3 2101.4 * 1 1705 206 29. 2.5 2098.3
1 0030 7 1. .1 2097.9 * 1 0850 107 263. 20.6 2101.2 * 1 1710 207 29. 2.5 2098.3
1 0035 8 2. .2 2097.9 * 1 0855 108 236. 19.1 2101.1 * 1 1715 208 29. 2.5 2098.3
1 0040 9 5. .4 2098.0 * 1 0900 109 212. 17.7 2101.0 * 1 1720 209 29. 2.5 2098.3
1 0045 10 9. .8 2098.0 * 1 0905 110 195. 16.5 2100.9 * 1 1725 210 29. 2.5 2098.3
1 0050 11 15. 1.3 2098.1 * 1 0910 111 182. 15.4 2100.7 * 1 1730 211 29. 2.4 2098.3
1 0055 12 22. 1.9 2098.2 * 1 0915 112 170. 14.4 2100.5 * 1 1735 212 29. 2.4 2098.3
1 0100 13 30. 2.5 2098.4 * 1 0920 113 159. 13.5 2100.3 * 1 1740 213 29. 2.4 2098.3
1 0105 14 37. 3.2 2098.5 * 1 0925 114 149. 12.7 2100.2 * 1 1745 214 29. 2.4 2098.3
1 0110 15 45. 3.8 2098.6 * 1 0930 115 140. 11.9 2100.0 * 1 1750 215 29. 2.4 2098.3
1 0115 16 52. 4.4 2098.7 * 1 0935 116 131. 11.1 2099.9 * 1 1755 216 29. 2.4 2098.3
1 0120 17 58. 4.9 2098.8 * 1 0940 117 123. 10.5 2099.8 * 1 1800 217 29. 2.4 2098.3
1 0125 18 64. 5.5 2098.9 * 1 0945 118 116. 9.9 2099.7 * 1 1805 218 29. 2.4 2098.3
1 0130 19 70. 6.0 2099.0 * 1 0950 119 109. 9.3 2099.6 * 1 1810 219 29. 2.4 2098.3
1 0135 20 77. 6.5 2099.1 * 1 0955 120 103. 8.8 2099.5 * 1 1815 220 29. 2.4 2098.3
1 0140 21 84. 7.2 2099.2 * 1 1000 121 97. 8.3 2099.4 * 1 1820 221 29. 2.4 2098.3
1 0145 22 93. 7.9 2099.3 * 1 1005 122 92. 7.8 2099.3 * 1 1825 222 29. 2.4 2098.3
1 0150 23 103. 8.8 2099.5 * 1 1010 123 87. 7.4 2099.2 * 1 1830 223 29. 2.4 2098.3
1 0155 24 115. 9.8 2099.7 * 1 1015 124 83. 7.0 2099.2 * 1 1835 224 29. 2.4 2098.3
1 0200 25 128. 10.9 2099.9 * 1 1020 125 79. 6.7 2099.1 * 1 1840 225 29. 2.4 2098.3
1 0205 26 142. 12.1 2100.1 * 1 1025 126 75. 6.4 2099.0 * 1 1845 226 29. 2.4 2098.3
1 0210 27 156. 13.3 2100.3 * 1 1030 127 71. 6.1 2099.0 * 1 1850 227 29. 2.4 2098.3
1 0215 28 170. 14.5 2100.5 * 1 1035 128 68. 5.8 2098.9 * 1 1855 228 29. 2.4 2098.3
1 0220 29 184. 15.7 2100.7 * 1 1040 129 65. 5.5 2098.9 * 1 1900 229 29. 2.4 2098.3
1 0225 30 198. 16.8 2100.9 * 1 1045 130 62. 5.3 2098.9 * 1 1905 230 28. 2.4 2098.3
1 0230 31 216. 17.9 2101.1 * 1 1050 131 60. 5.1 2098.8 * 1 1910 231 28. 2.4 2098.3
1 0235 32 234. 19.0 2101.1 * 1 1055 132 57. 4.9 2098.8 * 1 1915 232 28. 2.4 2098.3
1 0240 33 252. 20.0 2101.2 * 1 1100 133 55. 4.7 2098.7 * 1 1920 233 28. 2.4 2098.3
1 0245 34 267. 20.8 2101.3 * 1 1105 134 53. 4.5 2098.7 * 1 1925 234 28. 2.4 2098.3
1 0250 35 282. 21.6 2101.3 * 1 1110 135 51. 4.4 2098.7 * 1 1930 235 28. 2.4 2098.3
1 0255 36 296. 22.4 2101.4 * 1 1115 136 50. 4.2 2098.7 * 1 1935 236 28. 2.4 2098.3
1 0300 37 311. 23.3 2101.4 * 1 1120 137 48. 4.1 2098.6 * 1 1940 237 28. 2.4 2098.3
1 0305 38 328. 24.2 2101.5 * 1 1125 138 47. 4.0 2098.6 * 1 1945 238 28. 2.4 2098.3
1 0310 39 350. 25.5 2101.6 * 1 1130 139 45. 3.9 2098.6 * 1 1950 239 28. 2.4 2098.3
1 0315 40 383. 27.3 2101.7 * 1 1135 140 44. 3.8 2098.6 * 1 1955 240 28. 2.4 2098.3
1 0320 41 415. 30.2 2101.9 * 1 1140 141 43. 3.7 2098.6 * 1 2000 241 28. 2.4 2098.3
1 0325 42 454. 35.0 2102.2 * 1 1145 142 42. 3.6 2098.5 * 1 2005 242 28. 2.4 2098.3
1 0330 43 513. 42.8 2102.7 * 1 1150 143 41. 3.5 2098.5 * 1 2010 243 28. 2.4 2098.3
1 0335 44 580. 54.6 2103.4 * 1 1155 144 40. 3.4 2098.5 * 1 2015 244 28. 2.4 2098.3
1 0340 45 674. 70.5 2104.3 * 1 1200 145 39. 3.3 2098.5 * 1 2020 245 28. 2.4 2098.3
1 0345 46 781. 89.2 2105.3 * 1 1205 146 39. 3.3 2098.5 * 1 2025 246 28. 2.4 2098.3
1 0350 47 889. 109.1 2106.3 * 1 1210 147 38. 3.2 2098.5 * 1 2030 247 28. 2.4 2098.3
1 0355 48 989. 128.3 2107.3 * 1 1215 148 37. 3.2 2098.5 * 1 2035 248 28. 2.4 2098.3
1 0400 49 1071. 145.7 2108.1 * 1 1220 149 37. 3.1 2098.5 * 1 2040 249 28. 2.4 2098.3
1 0405 50 1138. 160.6 2108.8 * 1 1225 150 36. 3.1 2098.5 * 1 2045 250 28. 2.4 2098.3
1 0410 51 1191. 172.5 2109.4 * 1 1230 151 36. 3.0 2098.4 * 1 2050 251 28. 2.4 2098.3
1 0415 52 1231. 181.6 2109.8 * 1 1235 152 35. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3
1 0420 53 1261. 188.0 2110.1 * 1 1240 153 35. 2.9 2098.4 * 1 2100 253 28. 2.4 2098.3
1 0425 54 1280. 192.2 2110.3 * 1 1245 154 34. 2.9 2098.4 * 1 2105 254 28. 2.4 2098.3
1 0430 55 1291. 194.6 2110.4 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3
1 0435 56 1296. 195.7 2110.5 * 1 1255 156 33. 2.8 2098.4 * 1 2115 256 28. 2.4 2098.3
1 0440 57 1297. 196.1 2110.5 * 1 1300 157 33. 2.8 2098.4 * 1 2120 257 28. 2.4 2098.3
1 0445 58 1298. 196.3 2110.5 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3
1 0450 59 1300. 196.7 2110.5 * 1 1310 159 33. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3
1 0455 60 1303. 197.4 2110.6 * 1 1315 160 32. 2.7 2098.4 * 1 2135 260 28. 2.4 2098.3
1 0500 61 1308. 198.6 2110.6 * 1 1320 161 32. 2.7 2098.4 * 1 2140 261 28. 2.4 2098.3
1 0505 62 1314. 199.9 2110.7 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3
1 0510 63 1318. 201.0 2110.7 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3
1 0515 64 1320. 201.5 2110.8 * 1 1335 164 32. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3
1 0520 65 1319. 201.1 2110.7 * 1 1340 165 31. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3
1 0525 66 1313. 199.7 2110.7 * 1 1345 166 31. 2.6 2098.4 * 1 2205 266 28. 2.4 2098.3
1 0530 67 1303. 197.4 2110.6 * 1 1350 167 31. 2.6 2098.4 * 1 2210 267 28. 2.4 2098.3
1 0535 68 1289. 194.1 2110.4 * 1 1355 168 31. 2.6 2098.4 * 1 2215 268 28. 2.4 2098.3
1 0540 69 1270. 190.2 2110.2 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3
1 0545 70 1250. 185.6 2110.0 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3
1 0550 71 1227. 180.5 2109.8 * 1 1410 171 31. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3
1 0555 72 1202. 175.1 2109.5 * 1 1415 172 30. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3
1 0600 73 1177. 169.5 2109.3 * 1 1420 173 30. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3
1 0605 74 1152. 163.7 2109.0 * 1 1425 174 30. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3
1 0610 75 1126. 157.8 2108.7 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3
1 0615 76 1100. 151.9 2108.4 * 1 1435 176 30. 2.6 2098.4 * 1 2255 276 28. 2.4 2098.3
1 0620 77 1072. 146.0 2108.1 * 1 1440 177 30. 2.5 2098.4 * 1 2300 277 28. 2.4 2098.3
1 0625 78 1044. 140.0 2107.9 * 1 1445 178 30. 2.5 2098.4 * 1 2305 278 28. 2.4 2098.3
1 0630 79 1017. 134.1 2107.6 * 1 1450 179 30. 2.5 2098.4 * 1 2310 279 28. 2.4 2098.3
1 0635 80 988. 128.2 2107.3 * 1 1455 180 30. 2.5 2098.4 * 1 2315 280 28. 2.4 2098.3
1 0640 81 958. 122.3 2107.0 * 1 1500 181 30. 2.5 2098.4 * 1 2320 281 28. 2.4 2098.3
1 0645 82 928. 116.6 2106.7 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.4 2098.3
1 0650 83 899. 110.9 2106.4 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.4 2098.3
1 0655 84 869. 105.4 2106.1 * 1 1515 184 30. 2.5 2098.4 * 1 2335 284 28. 2.4 2098.3
1 0700 85 840. 99.9 2105.8 * 1 1520 185 30. 2.5 2098.4 * 1 2340 285 28. 2.3 2098.3
1 0705 86 812. 94.6 2105.6 * 1 1525 186 30. 2.5 2098.4 * 1 2345 286 28. 2.3 2098.3
1 0710 87 783. 89.5 2105.3 * 1 1530 187 29. 2.5 2098.4 * 1 2350 287 28. 2.3 2098.3
1 0715 88 755. 84.5 2105.0 * 1 1535 188 29. 2.5 2098.4 * 1 2355 288 28. 2.3 2098.3
1 0720 89 727. 79.7 2104.8 * 1 1540 189 29. 2.5 2098.4 * 2 0000 289 28. 2.3 2098.3
1 0725 90 701. 75.1 2104.5 * 1 1545 190 29. 2.5 2098.4 * 2 0005 290 28. 2.3 2098.3
1 0730 91 674. 70.6 2104.3 * 1 1550 191 29. 2.5 2098.3 * 2 0010 291 28. 2.3 2098.3
1 0735 92 649. 66.3 2104.0 * 1 1555 192 29. 2.5 2098.3 * 2 0015 292 28. 2.3 2098.3
1 0740 93 624. 62.1 2103.8 * 1 1600 193 29. 2.5 2098.3 * 2 0020 293 28. 2.3 2098.3
1 0745 94 601. 58.2 2103.6 * 1 1605 194 29. 2.5 2098.3 * 2 0025 294 28. 2.3 2098.3
1 0750 95 579. 54.3 2103.4 * 1 1610 195 29. 2.5 2098.3 * 2 0030 295 28. 2.3 2098.3
1 0755 96 557. 50.6 2103.1 * 1 1615 196 29. 2.5 2098.3 * 2 0035 296 27. 2.3 2098.3
1 0800 97 537. 47.1 2102.9 * 1 1620 197 29. 2.5 2098.3 * 2 0040 297 27. 2.3 2098.3
1 0805 98 517. 43.7 2102.7 * 1 1625 198 29. 2.5 2098.3 * 2 0045 298 27. 2.3 2098.3
1 0810 99 498. 40.4 2102.5 * 1 1630 199 29. 2.5 2098.3 * 2 0050 299 27. 2.3 2098.3
1 0815 100 472. 37.2 2102.3 * 1 1635 200 29. 2.5 2098.3 * 2 0055 300 27. 2.3 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1320. 5.25 869. 256. 246. 246.
(INCHES) 1.070 1.260 1.260 1.260
(AC-FT) 431. 507. 508. 508.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
201. 5.25 113. 31. 30. 30.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2110.75 5.25 2106.30 2100.58 2100.48 2100.48
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* *
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 101 442. 33.5 2102.1 * 1 1640 201 29. 2.5 2098.3
1 0005 2 0. .0 2097.9 * 1 0825 102 420. 30.7 2101.9 * 1 1645 202 29. 2.5 2098.3
1 0010 3 0. .0 2097.9 * 1 0830 103 397. 28.1 2101.8 * 1 1650 203 29. 2.5 2098.3
1 0015 4 0. .0 2097.9 * 1 0835 104 354. 25.7 2101.6 * 1 1655 204 29. 2.5 2098.3
1 0020 5 0. .0 2097.9 * 1 0840 105 317. 23.6 2101.5 * 1 1700 205 29. 2.4 2098.3
1 0025 6 0. .0 2097.9 * 1 0845 106 284. 21.8 2101.3 * 1 1705 206 29. 2.4 2098.3
1 0030 7 1. .0 2097.9 * 1 0850 107 254. 20.1 2101.2 * 1 1710 207 29. 2.4 2098.3
1 0035 8 2. .2 2097.9 * 1 0855 108 229. 18.7 2101.1 * 1 1715 208 29. 2.4 2098.3
1 0040 9 4. .4 2098.0 * 1 0900 109 206. 17.4 2101.0 * 1 1720 209 29. 2.4 2098.3
1 0045 10 9. .7 2098.0 * 1 0905 110 191. 16.2 2100.8 * 1 1725 210 29. 2.4 2098.3
1 0050 11 14. 1.2 2098.1 * 1 0910 111 178. 15.1 2100.6 * 1 1730 211 29. 2.4 2098.3
1 0055 12 21. 1.8 2098.2 * 1 0915 112 167. 14.2 2100.5 * 1 1735 212 29. 2.4 2098.3
1 0100 13 29. 2.4 2098.3 * 1 0920 113 156. 13.3 2100.3 * 1 1740 213 29. 2.4 2098.3
1 0105 14 36. 3.1 2098.5 * 1 0925 114 146. 12.4 2100.1 * 1 1745 214 29. 2.4 2098.3
1 0110 15 43. 3.7 2098.6 * 1 0930 115 137. 11.7 2100.0 * 1 1750 215 29. 2.4 2098.3
1 0115 16 50. 4.3 2098.7 * 1 0935 116 129. 10.9 2099.9 * 1 1755 216 29. 2.4 2098.3
1 0120 17 56. 4.8 2098.8 * 1 0940 117 121. 10.3 2099.8 * 1 1800 217 29. 2.4 2098.3
1 0125 18 62. 5.3 2098.9 * 1 0945 118 114. 9.7 2099.6 * 1 1805 218 29. 2.4 2098.3
1 0130 19 68. 5.8 2098.9 * 1 0950 119 107. 9.1 2099.5 * 1 1810 219 29. 2.4 2098.3
1 0135 20 75. 6.3 2099.0 * 1 0955 120 101. 8.6 2099.5 * 1 1815 220 29. 2.4 2098.3
1 0140 21 82. 7.0 2099.2 * 1 1000 121 96. 8.1 2099.4 * 1 1820 221 29. 2.4 2098.3
1 0145 22 91. 7.7 2099.3 * 1 1005 122 91. 7.7 2099.3 * 1 1825 222 29. 2.4 2098.3
1 0150 23 101. 8.6 2099.4 * 1 1010 123 86. 7.3 2099.2 * 1 1830 223 28. 2.4 2098.3
1 0155 24 112. 9.5 2099.6 * 1 1015 124 82. 6.9 2099.2 * 1 1835 224 28. 2.4 2098.3
1 0200 25 125. 10.6 2099.8 * 1 1020 125 77. 6.6 2099.1 * 1 1840 225 28. 2.4 2098.3
1 0205 26 139. 11.8 2100.0 * 1 1025 126 74. 6.3 2099.0 * 1 1845 226 28. 2.4 2098.3
1 0210 27 153. 13.0 2100.2 * 1 1030 127 70. 6.0 2099.0 * 1 1850 227 28. 2.4 2098.3
1 0215 28 167. 14.2 2100.5 * 1 1035 128 67. 5.7 2098.9 * 1 1855 228 28. 2.4 2098.3
1 0220 29 180. 15.3 2100.7 * 1 1040 129 64. 5.5 2098.9 * 1 1900 229 28. 2.4 2098.3
1 0225 30 194. 16.5 2100.9 * 1 1045 130 62. 5.2 2098.8 * 1 1905 230 28. 2.4 2098.3
1 0230 31 210. 17.6 2101.0 * 1 1050 131 59. 5.0 2098.8 * 1 1910 231 28. 2.4 2098.3
1 0235 32 228. 18.6 2101.1 * 1 1055 132 57. 4.8 2098.8 * 1 1915 232 28. 2.4 2098.3
1 0240 33 246. 19.6 2101.2 * 1 1100 133 55. 4.6 2098.7 * 1 1920 233 28. 2.4 2098.3
1 0245 34 261. 20.5 2101.2 * 1 1105 134 53. 4.5 2098.7 * 1 1925 234 28. 2.4 2098.3
1 0250 35 276. 21.3 2101.3 * 1 1110 135 51. 4.3 2098.7 * 1 1930 235 28. 2.4 2098.3
1 0255 36 290. 22.1 2101.4 * 1 1115 136 49. 4.2 2098.7 * 1 1935 236 28. 2.4 2098.3
1 0300 37 305. 22.9 2101.4 * 1 1120 137 48. 4.1 2098.6 * 1 1940 237 28. 2.4 2098.3
1 0305 38 322. 23.9 2101.5 * 1 1125 138 46. 3.9 2098.6 * 1 1945 238 28. 2.4 2098.3
1 0310 39 344. 25.2 2101.6 * 1 1130 139 45. 3.8 2098.6 * 1 1950 239 28. 2.4 2098.3
1 0315 40 376. 26.9 2101.7 * 1 1135 140 44. 3.7 2098.6 * 1 1955 240 28. 2.4 2098.3
1 0320 41 412. 29.8 2101.9 * 1 1140 141 43. 3.6 2098.6 * 1 2000 241 28. 2.4 2098.3
1 0325 42 450. 34.5 2102.2 * 1 1145 142 42. 3.5 2098.5 * 1 2005 242 28. 2.4 2098.3
1 0330 43 509. 42.2 2102.6 * 1 1150 143 41. 3.5 2098.5 * 1 2010 243 28. 2.4 2098.3
1 0335 44 576. 53.8 2103.3 * 1 1155 144 40. 3.4 2098.5 * 1 2015 244 28. 2.4 2098.3
1 0340 45 667. 69.4 2104.2 * 1 1200 145 39. 3.3 2098.5 * 1 2020 245 28. 2.4 2098.3
1 0345 46 774. 87.9 2105.2 * 1 1205 146 38. 3.2 2098.5 * 1 2025 246 28. 2.4 2098.3
1 0350 47 881. 107.5 2106.2 * 1 1210 147 38. 3.2 2098.5 * 1 2030 247 28. 2.4 2098.3
1 0355 48 980. 126.6 2107.2 * 1 1215 148 37. 3.1 2098.5 * 1 2035 248 28. 2.4 2098.3
1 0400 49 1062. 143.8 2108.0 * 1 1220 149 36. 3.1 2098.5 * 1 2040 249 28. 2.4 2098.3
1 0405 50 1129. 158.5 2108.7 * 1 1225 150 36. 3.0 2098.4 * 1 2045 250 28. 2.4 2098.3
1 0410 51 1181. 170.3 2109.3 * 1 1230 151 35. 3.0 2098.4 * 1 2050 251 28. 2.4 2098.3
1 0415 52 1221. 179.3 2109.7 * 1 1235 152 35. 3.0 2098.4 * 1 2055 252 28. 2.4 2098.3
1 0420 53 1250. 185.7 2110.0 * 1 1240 153 34. 2.9 2098.4 * 1 2100 253 28. 2.4 2098.3
1 0425 54 1269. 189.8 2110.2 * 1 1245 154 34. 2.9 2098.4 * 1 2105 254 28. 2.4 2098.3
1 0430 55 1280. 192.2 2110.3 * 1 1250 155 34. 2.9 2098.4 * 1 2110 255 28. 2.4 2098.3
1 0435 56 1285. 193.3 2110.4 * 1 1255 156 33. 2.8 2098.4 * 1 2115 256 28. 2.4 2098.3
1 0440 57 1286. 193.7 2110.4 * 1 1300 157 33. 2.8 2098.4 * 1 2120 257 28. 2.4 2098.3
1 0445 58 1287. 193.9 2110.4 * 1 1305 158 33. 2.8 2098.4 * 1 2125 258 28. 2.4 2098.3
1 0450 59 1289. 194.2 2110.4 * 1 1310 159 32. 2.8 2098.4 * 1 2130 259 28. 2.4 2098.3
1 0455 60 1292. 195.0 2110.5 * 1 1315 160 32. 2.7 2098.4 * 1 2135 260 28. 2.4 2098.3
1 0500 61 1298. 196.1 2110.5 * 1 1320 161 32. 2.7 2098.4 * 1 2140 261 28. 2.4 2098.3
1 0505 62 1303. 197.4 2110.6 * 1 1325 162 32. 2.7 2098.4 * 1 2145 262 28. 2.4 2098.3
1 0510 63 1308. 198.5 2110.6 * 1 1330 163 32. 2.7 2098.4 * 1 2150 263 28. 2.4 2098.3
1 0515 64 1310. 198.9 2110.6 * 1 1335 164 31. 2.7 2098.4 * 1 2155 264 28. 2.4 2098.3
1 0520 65 1308. 198.6 2110.6 * 1 1340 165 31. 2.7 2098.4 * 1 2200 265 28. 2.4 2098.3
1 0525 66 1302. 197.2 2110.6 * 1 1345 166 31. 2.6 2098.4 * 1 2205 266 28. 2.4 2098.3
1 0530 67 1292. 194.9 2110.4 * 1 1350 167 31. 2.6 2098.4 * 1 2210 267 28. 2.4 2098.3
1 0535 68 1277. 191.7 2110.3 * 1 1355 168 31. 2.6 2098.4 * 1 2215 268 28. 2.4 2098.3
1 0540 69 1259. 187.7 2110.1 * 1 1400 169 31. 2.6 2098.4 * 1 2220 269 28. 2.4 2098.3
1 0545 70 1239. 183.2 2109.9 * 1 1405 170 31. 2.6 2098.4 * 1 2225 270 28. 2.4 2098.3
1 0550 71 1216. 178.2 2109.7 * 1 1410 171 30. 2.6 2098.4 * 1 2230 271 28. 2.4 2098.3
1 0555 72 1192. 172.8 2109.4 * 1 1415 172 30. 2.6 2098.4 * 1 2235 272 28. 2.4 2098.3
1 0600 73 1167. 167.2 2109.2 * 1 1420 173 30. 2.6 2098.4 * 1 2240 273 28. 2.4 2098.3
1 0605 74 1142. 161.5 2108.9 * 1 1425 174 30. 2.6 2098.4 * 1 2245 274 28. 2.4 2098.3
1 0610 75 1116. 155.7 2108.6 * 1 1430 175 30. 2.6 2098.4 * 1 2250 275 28. 2.4 2098.3
1 0615 76 1090. 149.8 2108.3 * 1 1435 176 30. 2.5 2098.4 * 1 2255 276 28. 2.4 2098.3
1 0620 77 1062. 143.9 2108.0 * 1 1440 177 30. 2.5 2098.4 * 1 2300 277 28. 2.3 2098.3
1 0625 78 1035. 138.1 2107.8 * 1 1445 178 30. 2.5 2098.4 * 1 2305 278 28. 2.3 2098.3
1 0630 79 1008. 132.2 2107.5 * 1 1450 179 30. 2.5 2098.4 * 1 2310 279 28. 2.3 2098.3
1 0635 80 978. 126.3 2107.2 * 1 1455 180 30. 2.5 2098.4 * 1 2315 280 28. 2.3 2098.3
1 0640 81 949. 120.5 2106.9 * 1 1500 181 30. 2.5 2098.4 * 1 2320 281 28. 2.3 2098.3
1 0645 82 920. 114.8 2106.6 * 1 1505 182 30. 2.5 2098.4 * 1 2325 282 28. 2.3 2098.3
1 0650 83 890. 109.2 2106.3 * 1 1510 183 30. 2.5 2098.4 * 1 2330 283 28. 2.3 2098.3
1 0655 84 861. 103.7 2106.0 * 1 1515 184 29. 2.5 2098.4 * 1 2335 284 28. 2.3 2098.3
1 0700 85 832. 98.4 2105.8 * 1 1520 185 29. 2.5 2098.4 * 1 2340 285 28. 2.3 2098.3
1 0705 86 804. 93.1 2105.5 * 1 1525 186 29. 2.5 2098.4 * 1 2345 286 28. 2.3 2098.3
1 0710 87 775. 88.1 2105.2 * 1 1530 187 29. 2.5 2098.3 * 1 2350 287 28. 2.3 2098.3
1 0715 88 747. 83.1 2105.0 * 1 1535 188 29. 2.5 2098.3 * 1 2355 288 27. 2.3 2098.3
1 0720 89 720. 78.4 2104.7 * 1 1540 189 29. 2.5 2098.3 * 2 0000 289 27. 2.3 2098.3
1 0725 90 693. 73.8 2104.4 * 1 1545 190 29. 2.5 2098.3 * 2 0005 290 27. 2.3 2098.3
1 0730 91 667. 69.4 2104.2 * 1 1550 191 29. 2.5 2098.3 * 2 0010 291 27. 2.3 2098.3
1 0735 92 642. 65.1 2104.0 * 1 1555 192 29. 2.5 2098.3 * 2 0015 292 27. 2.3 2098.3
1 0740 93 618. 61.0 2103.7 * 1 1600 193 29. 2.5 2098.3 * 2 0020 293 27. 2.3 2098.3
1 0745 94 594. 57.0 2103.5 * 1 1605 194 29. 2.5 2098.3 * 2 0025 294 27. 2.3 2098.3
1 0750 95 573. 53.3 2103.3 * 1 1610 195 29. 2.5 2098.3 * 2 0030 295 27. 2.3 2098.3
1 0755 96 552. 49.6 2103.1 * 1 1615 196 29. 2.5 2098.3 * 2 0035 296 27. 2.3 2098.3
1 0800 97 531. 46.1 2102.9 * 1 1620 197 29. 2.5 2098.3 * 2 0040 297 27. 2.3 2098.3
1 0805 98 512. 42.7 2102.7 * 1 1625 198 29. 2.5 2098.3 * 2 0045 298 27. 2.3 2098.3
1 0810 99 491. 39.5 2102.5 * 1 1630 199 29. 2.5 2098.3 * 2 0050 299 27. 2.3 2098.3
1 0815 100 466. 36.4 2102.3 * 1 1635 200 29. 2.5 2098.3 * 2 0055 300 27. 2.3 2098.3
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1310. 5.25 860. 253. 244. 244.
(INCHES) 1.059 1.246 1.247 1.247
(AC-FT) 427. 502. 502. 502.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
199. 5.25 111. 31. 30. 30.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2110.64 5.25 2106.22 2100.55 2100.46 2100.46
CUMULATIVE AREA = 7.55 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1245 KK * RAINBWDB *
* *
**************
1260 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
1261 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
1262 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
1264 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
1266 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 = .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 71. 30.6 2373.6 * 1 1640 201 8. .9 2354.9
1 0005 2 0. .0 2353.9 * 1 0825 102 71. 30.1 2373.5 * 1 1645 202 7. .8 2354.9
1 0010 3 0. .0 2353.9 * 1 0830 103 70. 29.6 2373.3 * 1 1650 203 7. .8 2354.8
1 0015 4 0. .0 2353.9 * 1 0835 104 70. 29.2 2373.1 * 1 1655 204 7. .7 2354.8
1 0020 5 0. .0 2353.9 * 1 0840 105 70. 28.7 2372.9 * 1 1700 205 6. .7 2354.7
1 0025 6 0. .0 2353.9 * 1 0845 106 69. 28.2 2372.7 * 1 1705 206 6. .6 2354.7
1 0030 7 0. .0 2354.0 * 1 0850 107 69. 27.7 2372.5 * 1 1710 207 5. .6 2354.6
1 0035 8 1. .1 2354.0 * 1 0855 108 68. 27.3 2372.3 * 1 1715 208 5. .6 2354.6
1 0040 9 2. .2 2354.2 * 1 0900 109 68. 26.8 2372.0 * 1 1720 209 5. .5 2354.5
1 0045 10 3. .4 2354.3 * 1 0905 110 67. 26.3 2371.8 * 1 1725 210 5. .5 2354.5
1 0050 11 5. .5 2354.5 * 1 0910 111 67. 25.9 2371.6 * 1 1730 211 4. .5 2354.5
1 0055 12 6. .6 2354.6 * 1 0915 112 66. 25.4 2371.4 * 1 1735 212 4. .4 2354.4
1 0100 13 6. .7 2354.7 * 1 0920 113 66. 24.9 2371.2 * 1 1740 213 4. .4 2354.4
1 0105 14 7. .8 2354.8 * 1 0925 114 66. 24.5 2370.9 * 1 1745 214 4. .4 2354.4
1 0110 15 8. .8 2354.9 * 1 0930 115 65. 24.0 2370.7 * 1 1750 215 3. .4 2354.3
1 0115 16 8. .9 2355.0 * 1 0935 116 65. 23.6 2370.4 * 1 1755 216 3. .3 2354.3
1 0120 17 9. .9 2355.0 * 1 0940 117 64. 23.2 2370.2 * 1 1800 217 3. .3 2354.3
1 0125 18 9. 1.0 2355.1 * 1 0945 118 63. 22.7 2369.9 * 1 1805 218 3. .3 2354.3
1 0130 19 10. 1.1 2355.2 * 1 0950 119 63. 22.3 2369.7 * 1 1810 219 3. .3 2354.2
1 0135 20 11. 1.2 2355.3 * 1 0955 120 62. 21.8 2369.4 * 1 1815 220 2. .3 2354.2
1 0140 21 12. 1.3 2355.5 * 1 1000 121 62. 21.4 2369.2 * 1 1820 221 2. .2 2354.2
1 0145 22 14. 1.5 2355.7 * 1 1005 122 61. 21.0 2369.0 * 1 1825 222 2. .2 2354.2
1 0150 23 16. 1.7 2355.9 * 1 1010 123 61. 20.6 2368.7 * 1 1830 223 2. .2 2354.2
1 0155 24 17. 1.9 2356.2 * 1 1015 124 60. 20.2 2368.5 * 1 1835 224 2. .2 2354.1
1 0200 25 19. 2.1 2356.4 * 1 1020 125 60. 19.7 2368.2 * 1 1840 225 2. .2 2354.1
1 0205 26 21. 2.3 2356.6 * 1 1025 126 59. 19.3 2368.0 * 1 1845 226 2. .2 2354.1
1 0210 27 22. 2.4 2356.8 * 1 1030 127 59. 18.9 2367.8 * 1 1850 227 2. .2 2354.1
1 0215 28 24. 2.6 2357.0 * 1 1035 128 58. 18.5 2367.5 * 1 1855 228 1. .2 2354.1
1 0220 29 24. 2.8 2357.1 * 1 1040 129 58. 18.1 2367.3 * 1 1900 229 1. .1 2354.1
1 0225 30 25. 2.9 2357.2 * 1 1045 130 57. 17.7 2367.1 * 1 1905 230 1. .1 2354.1
1 0230 31 25. 3.1 2357.4 * 1 1050 131 57. 17.3 2366.8 * 1 1910 231 1. .1 2354.1
1 0235 32 26. 3.3 2357.5 * 1 1055 132 56. 16.9 2366.6 * 1 1915 232 1. .1 2354.0
1 0240 33 27. 3.4 2357.6 * 1 1100 133 55. 16.6 2366.4 * 1 1920 233 1. .1 2354.0
1 0245 34 27. 3.6 2357.7 * 1 1105 134 55. 16.2 2366.1 * 1 1925 234 1. .1 2354.0
1 0250 35 28. 3.7 2357.8 * 1 1110 135 54. 15.8 2365.9 * 1 1930 235 1. .1 2354.0
1 0255 36 28. 3.9 2358.0 * 1 1115 136 54. 15.4 2365.7 * 1 1935 236 1. .1 2354.0
1 0300 37 29. 4.1 2358.1 * 1 1120 137 53. 15.1 2365.5 * 1 1940 237 1. .1 2354.0
1 0305 38 30. 4.4 2358.4 * 1 1125 138 53. 14.7 2365.2 * 1 1945 238 1. .1 2354.0
1 0310 39 31. 4.8 2358.6 * 1 1130 139 52. 14.3 2365.0 * 1 1950 239 1. .1 2354.0
1 0315 40 33. 5.4 2359.1 * 1 1135 140 52. 14.0 2364.8 * 1 1955 240 1. .1 2354.0
1 0320 41 36. 6.3 2359.7 * 1 1140 141 51. 13.6 2364.6 * 1 2000 241 1. .1 2354.0
1 0325 42 39. 7.5 2360.5 * 1 1145 142 50. 13.3 2364.3 * 1 2005 242 1. .1 2354.0
1 0330 43 43. 9.4 2361.8 * 1 1150 143 50. 12.9 2364.1 * 1 2010 243 1. .1 2354.0
1 0335 44 48. 12.1 2363.6 * 1 1155 144 49. 12.6 2363.9 * 1 2015 244 1. .1 2354.0
1 0340 45 54. 15.9 2365.9 * 1 1200 145 49. 12.3 2363.7 * 1 2020 245 0. .1 2354.0
1 0345 46 60. 20.2 2368.5 * 1 1205 146 48. 11.9 2363.5 * 1 2025 246 0. .1 2354.0
1 0350 47 66. 24.5 2370.9 * 1 1210 147 47. 11.6 2363.3 * 1 2030 247 0. .0 2354.0
1 0355 48 69. 28.3 2372.8 * 1 1215 148 47. 11.3 2363.1 * 1 2035 248 0. .0 2354.0
1 0400 49 72. 31.6 2374.0 * 1 1220 149 46. 11.0 2362.9 * 1 2040 249 0. .0 2354.0
1 0405 50 73. 34.1 2374.9 * 1 1225 150 46. 10.6 2362.6 * 1 2045 250 0. .0 2353.9
1 0410 51 74. 36.1 2375.5 * 1 1230 151 45. 10.3 2362.4 * 1 2050 251 0. .0 2353.9
1 0415 52 75. 37.5 2376.0 * 1 1235 152 44. 10.0 2362.2 * 1 2055 252 0. .0 2353.9
1 0420 53 76. 38.5 2376.3 * 1 1240 153 44. 9.7 2362.0 * 1 2100 253 0. .0 2353.9
1 0425 54 76. 39.2 2376.5 * 1 1245 154 43. 9.4 2361.8 * 1 2105 254 0. .0 2353.9
1 0430 55 77. 39.7 2376.7 * 1 1250 155 42. 9.1 2361.6 * 1 2110 255 0. .0 2353.9
1 0435 56 77. 40.2 2376.9 * 1 1255 156 42. 8.8 2361.4 * 1 2115 256 0. .0 2353.9
1 0440 57 77. 40.7 2377.0 * 1 1300 157 41. 8.5 2361.3 * 1 2120 257 0. .0 2353.9
1 0445 58 77. 41.3 2377.2 * 1 1305 158 41. 8.3 2361.1 * 1 2125 258 0. .0 2353.9
1 0450 59 78. 42.0 2377.4 * 1 1310 159 40. 8.0 2360.9 * 1 2130 259 0. .0 2353.9
1 0455 60 78. 42.8 2377.7 * 1 1315 160 39. 7.7 2360.7 * 1 2135 260 0. .0 2353.9
1 0500 61 79. 43.7 2377.9 * 1 1320 161 39. 7.4 2360.5 * 1 2140 261 0. .0 2353.9
1 0505 62 79. 44.5 2378.2 * 1 1325 162 38. 7.2 2360.3 * 1 2145 262 0. .0 2353.9
1 0510 63 79. 45.1 2378.4 * 1 1330 163 37. 6.9 2360.1 * 1 2150 263 0. .0 2353.9
1 0515 64 80. 45.6 2378.5 * 1 1335 164 37. 6.7 2360.0 * 1 2155 264 0. .0 2353.9
1 0520 65 80. 45.9 2378.6 * 1 1340 165 36. 6.4 2359.8 * 1 2200 265 0. .0 2353.9
1 0525 66 80. 46.0 2378.6 * 1 1345 166 35. 6.2 2359.6 * 1 2205 266 0. .0 2353.9
1 0530 67 80. 46.0 2378.6 * 1 1350 167 35. 5.9 2359.4 * 1 2210 267 0. .0 2353.9
1 0535 68 80. 45.9 2378.6 * 1 1355 168 34. 5.7 2359.3 * 1 2215 268 0. .0 2353.9
1 0540 69 80. 45.7 2378.5 * 1 1400 169 34. 5.5 2359.1 * 1 2220 269 0. .0 2353.9
1 0545 70 80. 45.4 2378.5 * 1 1405 170 33. 5.2 2358.9 * 1 2225 270 0. .0 2353.9
1 0550 71 79. 45.1 2378.4 * 1 1410 171 32. 5.0 2358.8 * 1 2230 271 0. .0 2353.9
1 0555 72 79. 44.8 2378.3 * 1 1415 172 31. 4.8 2358.6 * 1 2235 272 0. .0 2353.9
1 0600 73 79. 44.4 2378.2 * 1 1420 173 31. 4.6 2358.5 * 1 2240 273 0. .0 2353.9
1 0605 74 79. 44.0 2378.0 * 1 1425 174 30. 4.4 2358.3 * 1 2245 274 0. .0 2353.9
1 0610 75 79. 43.6 2377.9 * 1 1430 175 29. 4.2 2358.2 * 1 2250 275 0. .0 2353.9
1 0615 76 78. 43.2 2377.8 * 1 1435 176 29. 4.0 2358.0 * 1 2255 276 0. .0 2353.9
1 0620 77 78. 42.7 2377.7 * 1 1440 177 28. 3.8 2357.9 * 1 2300 277 0. .0 2353.9
1 0625 78 78. 42.3 2377.5 * 1 1445 178 27. 3.6 2357.7 * 1 2305 278 0. .0 2353.9
1 0630 79 78. 41.8 2377.4 * 1 1450 179 27. 3.4 2357.6 * 1 2310 279 0. .0 2353.9
1 0635 80 77. 41.3 2377.2 * 1 1455 180 26. 3.2 2357.5 * 1 2315 280 0. .0 2353.9
1 0640 81 77. 40.8 2377.1 * 1 1500 181 25. 3.0 2357.3 * 1 2320 281 0. .0 2353.9
1 0645 82 77. 40.3 2376.9 * 1 1505 182 25. 2.9 2357.2 * 1 2325 282 0. .0 2353.9
1 0650 83 77. 39.7 2376.7 * 1 1510 183 24. 2.7 2357.1 * 1 2330 283 0. .0 2353.9
1 0655 84 76. 39.2 2376.6 * 1 1515 184 23. 2.5 2356.9 * 1 2335 284 0. .0 2353.9
1 0700 85 76. 38.7 2376.4 * 1 1520 185 22. 2.4 2356.7 * 1 2340 285 0. .0 2353.9
1 0705 86 76. 38.2 2376.2 * 1 1525 186 20. 2.2 2356.6 * 1 2345 286 0. .0 2353.9
1 0710 87 75. 37.7 2376.0 * 1 1530 187 19. 2.1 2356.4 * 1 2350 287 0. .0 2353.9
1 0715 88 75. 37.2 2375.9 * 1 1535 188 18. 2.0 2356.3 * 1 2355 288 0. .0 2353.9
1 0720 89 75. 36.6 2375.7 * 1 1540 189 17. 1.9 2356.1 * 2 0000 289 0. .0 2353.9
1 0725 90 74. 36.1 2375.5 * 1 1545 190 16. 1.7 2356.0 * 2 0005 290 0. .0 2353.9
1 0730 91 74. 35.6 2375.4 * 1 1550 191 15. 1.6 2355.8 * 2 0010 291 0. .0 2353.9
1 0735 92 74. 35.1 2375.2 * 1 1555 192 14. 1.5 2355.7 * 2 0015 292 0. .0 2353.9
1 0740 93 74. 34.6 2375.0 * 1 1600 193 13. 1.4 2355.6 * 2 0020 293 0. .0 2353.9
1 0745 94 73. 34.1 2374.9 * 1 1605 194 12. 1.4 2355.5 * 2 0025 294 0. .0 2353.9
1 0750 95 73. 33.6 2374.7 * 1 1610 195 12. 1.3 2355.4 * 2 0030 295 0. .0 2353.9
1 0755 96 73. 33.1 2374.5 * 1 1615 196 11. 1.2 2355.3 * 2 0035 296 0. .0 2353.9
1 0800 97 72. 32.6 2374.3 * 1 1620 197 10. 1.1 2355.2 * 2 0040 297 0. .0 2353.9
1 0805 98 72. 32.1 2374.2 * 1 1625 198 10. 1.1 2355.2 * 2 0045 298 0. .0 2353.9
1 0810 99 72. 31.6 2374.0 * 1 1630 199 9. 1.0 2355.1 * 2 0050 299 0. .0 2353.9
1 0815 100 71. 31.1 2373.8 * 1 1635 200 8. .9 2355.0 * 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)
+ 80. 5.42 74. 33. 32. 32.
(INCHES) .976 1.731 1.731 1.731
(AC-FT) 37. 65. 65. 65.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
46. 5.42 36. 12. 12. 12.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2378.65 5.42 2375.35 2361.90 2361.61 2361.61
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* *
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 70. 29.7 2373.3 * 1 1640 201 7. .8 2354.8
1 0005 2 0. .0 2353.9 * 1 0825 102 70. 29.3 2373.2 * 1 1645 202 7. .7 2354.8
1 0010 3 0. .0 2353.9 * 1 0830 103 70. 28.8 2373.0 * 1 1650 203 6. .7 2354.7
1 0015 4 0. .0 2353.9 * 1 0835 104 69. 28.3 2372.8 * 1 1655 204 6. .6 2354.7
1 0020 5 0. .0 2353.9 * 1 0840 105 69. 27.8 2372.5 * 1 1700 205 6. .6 2354.6
1 0025 6 0. .0 2353.9 * 1 0845 106 68. 27.3 2372.3 * 1 1705 206 5. .6 2354.6
1 0030 7 0. .0 2354.0 * 1 0850 107 68. 26.9 2372.1 * 1 1710 207 5. .5 2354.5
1 0035 8 1. .1 2354.0 * 1 0855 108 67. 26.4 2371.9 * 1 1715 208 5. .5 2354.5
1 0040 9 2. .2 2354.2 * 1 0900 109 67. 25.9 2371.6 * 1 1720 209 4. .5 2354.5
1 0045 10 3. .3 2354.3 * 1 0905 110 67. 25.5 2371.4 * 1 1725 210 4. .4 2354.4
1 0050 11 4. .5 2354.5 * 1 0910 111 66. 25.0 2371.2 * 1 1730 211 4. .4 2354.4
1 0055 12 5. .6 2354.6 * 1 0915 112 66. 24.6 2371.0 * 1 1735 212 4. .4 2354.4
1 0100 13 6. .7 2354.7 * 1 0920 113 65. 24.1 2370.7 * 1 1740 213 3. .4 2354.3
1 0105 14 7. .7 2354.8 * 1 0925 114 65. 23.7 2370.5 * 1 1745 214 3. .3 2354.3
1 0110 15 7. .8 2354.9 * 1 0930 115 64. 23.2 2370.2 * 1 1750 215 3. .3 2354.3
1 0115 16 8. .9 2354.9 * 1 0935 116 64. 22.8 2370.0 * 1 1755 216 3. .3 2354.3
1 0120 17 8. .9 2355.0 * 1 0940 117 63. 22.4 2369.7 * 1 1800 217 3. .3 2354.2
1 0125 18 9. 1.0 2355.0 * 1 0945 118 63. 21.9 2369.5 * 1 1805 218 2. .3 2354.2
1 0130 19 9. 1.0 2355.1 * 1 0950 119 62. 21.5 2369.3 * 1 1810 219 2. .3 2354.2
1 0135 20 10. 1.1 2355.3 * 1 0955 120 62. 21.1 2369.0 * 1 1815 220 2. .2 2354.2
1 0140 21 12. 1.3 2355.4 * 1 1000 121 61. 20.6 2368.8 * 1 1820 221 2. .2 2354.2
1 0145 22 13. 1.5 2355.6 * 1 1005 122 60. 20.2 2368.5 * 1 1825 222 2. .2 2354.1
1 0150 23 15. 1.6 2355.9 * 1 1010 123 60. 19.8 2368.3 * 1 1830 223 2. .2 2354.1
1 0155 24 17. 1.8 2356.1 * 1 1015 124 59. 19.4 2368.1 * 1 1835 224 2. .2 2354.1
1 0200 25 19. 2.0 2356.3 * 1 1020 125 59. 19.0 2367.8 * 1 1840 225 2. .2 2354.1
1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.6 2367.6 * 1 1845 226 1. .2 2354.1
1 0210 27 22. 2.4 2356.7 * 1 1030 127 58. 18.2 2367.3 * 1 1850 227 1. .2 2354.1
1 0215 28 23. 2.5 2356.9 * 1 1035 128 57. 17.8 2367.1 * 1 1855 228 1. .1 2354.1
1 0220 29 24. 2.7 2357.1 * 1 1040 129 57. 17.4 2366.9 * 1 1900 229 1. .1 2354.1
1 0225 30 25. 2.8 2357.2 * 1 1045 130 56. 17.0 2366.6 * 1 1905 230 1. .1 2354.0
1 0230 31 25. 3.0 2357.3 * 1 1050 131 56. 16.6 2366.4 * 1 1910 231 1. .1 2354.0
1 0235 32 26. 3.2 2357.4 * 1 1055 132 55. 16.3 2366.2 * 1 1915 232 1. .1 2354.0
1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.9 2366.0 * 1 1920 233 1. .1 2354.0
1 0245 34 27. 3.5 2357.6 * 1 1105 134 54. 15.5 2365.7 * 1 1925 234 1. .1 2354.0
1 0250 35 27. 3.6 2357.8 * 1 1110 135 53. 15.1 2365.5 * 1 1930 235 1. .1 2354.0
1 0255 36 28. 3.8 2357.9 * 1 1115 136 53. 14.8 2365.3 * 1 1935 236 1. .1 2354.0
1 0300 37 29. 4.0 2358.1 * 1 1120 137 52. 14.4 2365.1 * 1 1940 237 1. .1 2354.0
1 0305 38 30. 4.3 2358.3 * 1 1125 138 52. 14.0 2364.8 * 1 1945 238 1. .1 2354.0
1 0310 39 31. 4.7 2358.6 * 1 1130 139 51. 13.7 2364.6 * 1 1950 239 1. .1 2354.0
1 0315 40 33. 5.3 2359.0 * 1 1135 140 50. 13.3 2364.4 * 1 1955 240 1. .1 2354.0
1 0320 41 35. 6.1 2359.6 * 1 1140 141 50. 13.0 2364.2 * 1 2000 241 1. .1 2354.0
1 0325 42 38. 7.3 2360.4 * 1 1145 142 49. 12.7 2363.9 * 1 2005 242 1. .1 2354.0
1 0330 43 43. 9.2 2361.7 * 1 1150 143 49. 12.3 2363.7 * 1 2010 243 1. .1 2354.0
1 0335 44 48. 11.8 2363.4 * 1 1155 144 48. 12.0 2363.5 * 1 2015 244 0. .1 2354.0
1 0340 45 54. 15.5 2365.7 * 1 1200 145 47. 11.7 2363.3 * 1 2020 245 0. .0 2354.0
1 0345 46 60. 19.7 2368.2 * 1 1205 146 47. 11.3 2363.1 * 1 2025 246 0. .0 2354.0
1 0350 47 65. 24.0 2370.6 * 1 1210 147 46. 11.0 2362.9 * 1 2030 247 0. .0 2354.0
1 0355 48 69. 27.7 2372.5 * 1 1215 148 46. 10.7 2362.7 * 1 2035 248 0. .0 2353.9
1 0400 49 71. 30.9 2373.7 * 1 1220 149 45. 10.4 2362.5 * 1 2040 249 0. .0 2353.9
1 0405 50 73. 33.4 2374.6 * 1 1225 150 44. 10.1 2362.3 * 1 2045 250 0. .0 2353.9
1 0410 51 74. 35.3 2375.3 * 1 1230 151 44. 9.8 2362.1 * 1 2050 251 0. .0 2353.9
1 0415 52 75. 36.7 2375.7 * 1 1235 152 43. 9.5 2361.9 * 1 2055 252 0. .0 2353.9
1 0420 53 75. 37.7 2376.0 * 1 1240 153 43. 9.2 2361.7 * 1 2100 253 0. .0 2353.9
1 0425 54 76. 38.4 2376.3 * 1 1245 154 42. 8.9 2361.5 * 1 2105 254 0. .0 2353.9
1 0430 55 76. 38.9 2376.4 * 1 1250 155 41. 8.6 2361.3 * 1 2110 255 0. .0 2353.9
1 0435 56 76. 39.3 2376.6 * 1 1255 156 41. 8.3 2361.1 * 1 2115 256 0. .0 2353.9
1 0440 57 77. 39.8 2376.7 * 1 1300 157 40. 8.0 2360.9 * 1 2120 257 0. .0 2353.9
1 0445 58 77. 40.4 2376.9 * 1 1305 158 39. 7.8 2360.7 * 1 2125 258 0. .0 2353.9
1 0450 59 77. 41.1 2377.2 * 1 1310 159 39. 7.5 2360.5 * 1 2130 259 0. .0 2353.9
1 0455 60 78. 41.9 2377.4 * 1 1315 160 38. 7.2 2360.3 * 1 2135 260 0. .0 2353.9
1 0500 61 78. 42.7 2377.7 * 1 1320 161 37. 7.0 2360.2 * 1 2140 261 0. .0 2353.9
1 0505 62 79. 43.5 2377.9 * 1 1325 162 37. 6.7 2360.0 * 1 2145 262 0. .0 2353.9
1 0510 63 79. 44.2 2378.1 * 1 1330 163 36. 6.5 2359.8 * 1 2150 263 0. .0 2353.9
1 0515 64 79. 44.7 2378.2 * 1 1335 164 36. 6.2 2359.6 * 1 2155 264 0. .0 2353.9
1 0520 65 79. 45.0 2378.3 * 1 1340 165 35. 6.0 2359.5 * 1 2200 265 0. .0 2353.9
1 0525 66 79. 45.1 2378.4 * 1 1345 166 34. 5.7 2359.3 * 1 2205 266 0. .0 2353.9
1 0530 67 79. 45.0 2378.3 * 1 1350 167 34. 5.5 2359.1 * 1 2210 267 0. .0 2353.9
1 0535 68 79. 44.9 2378.3 * 1 1355 168 33. 5.3 2359.0 * 1 2215 268 0. .0 2353.9
1 0540 69 79. 44.7 2378.2 * 1 1400 169 32. 5.1 2358.8 * 1 2220 269 0. .0 2353.9
1 0545 70 79. 44.4 2378.2 * 1 1405 170 32. 4.8 2358.6 * 1 2225 270 0. .0 2353.9
1 0550 71 79. 44.1 2378.1 * 1 1410 171 31. 4.6 2358.5 * 1 2230 271 0. .0 2353.9
1 0555 72 79. 43.8 2378.0 * 1 1415 172 30. 4.4 2358.3 * 1 2235 272 0. .0 2353.9
1 0600 73 78. 43.4 2377.9 * 1 1420 173 29. 4.2 2358.2 * 1 2240 273 0. .0 2353.9
1 0605 74 78. 43.0 2377.7 * 1 1425 174 29. 4.0 2358.0 * 1 2245 274 0. .0 2353.9
1 0610 75 78. 42.6 2377.6 * 1 1430 175 28. 3.8 2357.9 * 1 2250 275 0. .0 2353.9
1 0615 76 78. 42.2 2377.5 * 1 1435 176 27. 3.6 2357.8 * 1 2255 276 0. .0 2353.9
1 0620 77 78. 41.8 2377.4 * 1 1440 177 27. 3.4 2357.6 * 1 2300 277 0. .0 2353.9
1 0625 78 77. 41.3 2377.2 * 1 1445 178 26. 3.3 2357.5 * 1 2305 278 0. .0 2353.9
1 0630 79 77. 40.8 2377.1 * 1 1450 179 25. 3.1 2357.3 * 1 2310 279 0. .0 2353.9
1 0635 80 77. 40.3 2376.9 * 1 1455 180 25. 2.9 2357.2 * 1 2315 280 0. .0 2353.9
1 0640 81 77. 39.8 2376.7 * 1 1500 181 24. 2.7 2357.1 * 1 2320 281 0. .0 2353.9
1 0645 82 76. 39.3 2376.6 * 1 1505 182 23. 2.6 2357.0 * 1 2325 282 0. .0 2353.9
1 0650 83 76. 38.8 2376.4 * 1 1510 183 22. 2.4 2356.8 * 1 2330 283 0. .0 2353.9
1 0655 84 76. 38.3 2376.2 * 1 1515 184 21. 2.3 2356.6 * 1 2335 284 0. .0 2353.9
1 0700 85 75. 37.8 2376.1 * 1 1520 185 19. 2.1 2356.4 * 1 2340 285 0. .0 2353.9
1 0705 86 75. 37.2 2375.9 * 1 1525 186 18. 2.0 2356.3 * 1 2345 286 0. .0 2353.9
1 0710 87 75. 36.7 2375.7 * 1 1530 187 17. 1.9 2356.1 * 1 2350 287 0. .0 2353.9
1 0715 88 74. 36.2 2375.6 * 1 1535 188 16. 1.8 2356.0 * 1 2355 288 0. .0 2353.9
1 0720 89 74. 35.7 2375.4 * 1 1540 189 15. 1.7 2355.9 * 2 0000 289 0. .0 2353.9
1 0725 90 74. 35.2 2375.2 * 1 1545 190 14. 1.6 2355.8 * 2 0005 290 0. .0 2353.9
1 0730 91 74. 34.7 2375.1 * 1 1550 191 13. 1.5 2355.6 * 2 0010 291 0. .0 2353.9
1 0735 92 73. 34.2 2374.9 * 1 1555 192 13. 1.4 2355.5 * 2 0015 292 0. .0 2353.9
1 0740 93 73. 33.7 2374.7 * 1 1600 193 12. 1.3 2355.4 * 2 0020 293 0. .0 2353.9
1 0745 94 73. 33.2 2374.5 * 1 1605 194 11. 1.2 2355.3 * 2 0025 294 0. .0 2353.9
1 0750 95 72. 32.7 2374.4 * 1 1610 195 10. 1.1 2355.3 * 2 0030 295 0. .0 2353.9
1 0755 96 72. 32.2 2374.2 * 1 1615 196 10. 1.1 2355.2 * 2 0035 296 0. .0 2353.9
1 0800 97 72. 31.7 2374.0 * 1 1620 197 9. 1.0 2355.1 * 2 0040 297 0. .0 2353.9
1 0805 98 71. 31.2 2373.8 * 1 1625 198 9. .9 2355.0 * 2 0045 298 0. .0 2353.9
1 0810 99 71. 30.7 2373.7 * 1 1630 199 8. .9 2355.0 * 2 0050 299 0. .0 2353.9
1 0815 100 71. 30.2 2373.5 * 1 1635 200 8. .8 2354.9 * 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)
+ 79. 5.42 73. 32. 31. 31.
(INCHES) .969 1.699 1.699 1.699
(AC-FT) 36. 64. 64. 64.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
45. 5.42 35. 12. 11. 11.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2378.35 5.42 2375.03 2361.71 2361.43 2361.43
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* *
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 70. 29.0 2373.1 * 1 1640 201 6. .7 2354.7
1 0005 2 0. .0 2353.9 * 1 0825 102 69. 28.6 2372.9 * 1 1645 202 6. .7 2354.7
1 0010 3 0. .0 2353.9 * 1 0830 103 69. 28.1 2372.6 * 1 1650 203 6. .6 2354.6
1 0015 4 0. .0 2353.9 * 1 0835 104 69. 27.6 2372.4 * 1 1655 204 5. .6 2354.6
1 0020 5 0. .0 2353.9 * 1 0840 105 68. 27.1 2372.2 * 1 1700 205 5. .6 2354.6
1 0025 6 0. .0 2353.9 * 1 0845 106 68. 26.7 2372.0 * 1 1705 206 5. .5 2354.5
1 0030 7 0. .0 2354.0 * 1 0850 107 67. 26.2 2371.7 * 1 1710 207 4. .5 2354.5
1 0035 8 1. .1 2354.0 * 1 0855 108 67. 25.7 2371.5 * 1 1715 208 4. .5 2354.4
1 0040 9 2. .2 2354.2 * 1 0900 109 66. 25.3 2371.3 * 1 1720 209 4. .4 2354.4
1 0045 10 3. .3 2354.3 * 1 0905 110 66. 24.8 2371.1 * 1 1725 210 4. .4 2354.4
1 0050 11 4. .5 2354.4 * 1 0910 111 65. 24.4 2370.9 * 1 1730 211 3. .4 2354.4
1 0055 12 5. .6 2354.6 * 1 0915 112 65. 23.9 2370.6 * 1 1735 212 3. .4 2354.3
1 0100 13 6. .7 2354.7 * 1 0920 113 64. 23.5 2370.4 * 1 1740 213 3. .3 2354.3
1 0105 14 7. .7 2354.8 * 1 0925 114 64. 23.0 2370.1 * 1 1745 214 3. .3 2354.3
1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.6 2369.9 * 1 1750 215 3. .3 2354.3
1 0115 16 8. .8 2354.9 * 1 0935 116 63. 22.2 2369.6 * 1 1755 216 3. .3 2354.2
1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.7 2369.4 * 1 1800 217 2. .3 2354.2
1 0125 18 9. .9 2355.0 * 1 0945 118 62. 21.3 2369.1 * 1 1805 218 2. .2 2354.2
1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.9 2368.9 * 1 1810 219 2. .2 2354.2
1 0135 20 10. 1.1 2355.2 * 1 0955 120 61. 20.5 2368.7 * 1 1815 220 2. .2 2354.2
1 0140 21 11. 1.2 2355.4 * 1 1000 121 60. 20.0 2368.4 * 1 1820 221 2. .2 2354.1
1 0145 22 13. 1.4 2355.6 * 1 1005 122 60. 19.6 2368.2 * 1 1825 222 2. .2 2354.1
1 0150 23 15. 1.6 2355.8 * 1 1010 123 59. 19.2 2367.9 * 1 1830 223 2. .2 2354.1
1 0155 24 16. 1.8 2356.1 * 1 1015 124 59. 18.8 2367.7 * 1 1835 224 2. .2 2354.1
1 0200 25 18. 2.0 2356.3 * 1 1020 125 58. 18.4 2367.5 * 1 1840 225 1. .2 2354.1
1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.0 2367.2 * 1 1845 226 1. .1 2354.1
1 0210 27 21. 2.3 2356.7 * 1 1030 127 57. 17.6 2367.0 * 1 1850 227 1. .1 2354.1
1 0215 28 23. 2.5 2356.9 * 1 1035 128 56. 17.2 2366.8 * 1 1855 228 1. .1 2354.1
1 0220 29 24. 2.6 2357.0 * 1 1040 129 56. 16.8 2366.5 * 1 1900 229 1. .1 2354.0
1 0225 30 24. 2.8 2357.1 * 1 1045 130 55. 16.5 2366.3 * 1 1905 230 1. .1 2354.0
1 0230 31 25. 2.9 2357.2 * 1 1050 131 55. 16.1 2366.1 * 1 1910 231 1. .1 2354.0
1 0235 32 25. 3.1 2357.4 * 1 1055 132 54. 15.7 2365.8 * 1 1915 232 1. .1 2354.0
1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.3 2365.6 * 1 1920 233 1. .1 2354.0
1 0245 34 27. 3.4 2357.6 * 1 1105 134 53. 15.0 2365.4 * 1 1925 234 1. .1 2354.0
1 0250 35 27. 3.6 2357.7 * 1 1110 135 53. 14.6 2365.2 * 1 1930 235 1. .1 2354.0
1 0255 36 28. 3.7 2357.8 * 1 1115 136 52. 14.2 2365.0 * 1 1935 236 1. .1 2354.0
1 0300 37 28. 3.9 2358.0 * 1 1120 137 51. 13.9 2364.7 * 1 1940 237 1. .1 2354.0
1 0305 38 29. 4.2 2358.2 * 1 1125 138 51. 13.5 2364.5 * 1 1945 238 1. .1 2354.0
1 0310 39 31. 4.6 2358.5 * 1 1130 139 50. 13.2 2364.3 * 1 1950 239 1. .1 2354.0
1 0315 40 33. 5.2 2358.9 * 1 1135 140 50. 12.8 2364.1 * 1 1955 240 1. .1 2354.0
1 0320 41 35. 6.0 2359.5 * 1 1140 141 49. 12.5 2363.9 * 1 2000 241 1. .1 2354.0
1 0325 42 38. 7.2 2360.3 * 1 1145 142 48. 12.2 2363.6 * 1 2005 242 0. .1 2354.0
1 0330 43 42. 9.0 2361.5 * 1 1150 143 48. 11.8 2363.4 * 1 2010 243 0. .1 2354.0
1 0335 44 47. 11.6 2363.3 * 1 1155 144 47. 11.5 2363.2 * 1 2015 244 0. .0 2354.0
1 0340 45 53. 15.2 2365.6 * 1 1200 145 47. 11.2 2363.0 * 1 2020 245 0. .0 2354.0
1 0345 46 59. 19.4 2368.0 * 1 1205 146 46. 10.9 2362.8 * 1 2025 246 0. .0 2353.9
1 0350 47 64. 23.5 2370.4 * 1 1210 147 45. 10.6 2362.6 * 1 2030 247 0. .0 2353.9
1 0355 48 68. 27.3 2372.3 * 1 1215 148 45. 10.2 2362.4 * 1 2035 248 0. .0 2353.9
1 0400 49 71. 30.4 2373.6 * 1 1220 149 44. 9.9 2362.2 * 1 2040 249 0. .0 2353.9
1 0405 50 72. 32.8 2374.4 * 1 1225 150 43. 9.6 2362.0 * 1 2045 250 0. .0 2353.9
1 0410 51 74. 34.7 2375.1 * 1 1230 151 43. 9.3 2361.8 * 1 2050 251 0. .0 2353.9
1 0415 52 74. 36.1 2375.5 * 1 1235 152 42. 9.0 2361.6 * 1 2055 252 0. .0 2353.9
1 0420 53 75. 37.0 2375.8 * 1 1240 153 42. 8.8 2361.4 * 1 2100 253 0. .0 2353.9
1 0425 54 75. 37.7 2376.1 * 1 1245 154 41. 8.5 2361.2 * 1 2105 254 0. .0 2353.9
1 0430 55 76. 38.2 2376.2 * 1 1250 155 41. 8.2 2361.0 * 1 2110 255 0. .0 2353.9
1 0435 56 76. 38.6 2376.4 * 1 1255 156 40. 7.9 2360.8 * 1 2115 256 0. .0 2353.9
1 0440 57 76. 39.1 2376.5 * 1 1300 157 39. 7.6 2360.6 * 1 2120 257 0. .0 2353.9
1 0445 58 77. 39.7 2376.7 * 1 1305 158 38. 7.4 2360.4 * 1 2125 258 0. .0 2353.9
1 0450 59 77. 40.4 2376.9 * 1 1310 159 38. 7.1 2360.3 * 1 2130 259 0. .0 2353.9
1 0455 60 77. 41.2 2377.2 * 1 1315 160 37. 6.9 2360.1 * 1 2135 260 0. .0 2353.9
1 0500 61 78. 42.0 2377.4 * 1 1320 161 36. 6.6 2359.9 * 1 2140 261 0. .0 2353.9
1 0505 62 78. 42.8 2377.7 * 1 1325 162 36. 6.4 2359.7 * 1 2145 262 0. .0 2353.9
1 0510 63 79. 43.4 2377.9 * 1 1330 163 35. 6.1 2359.6 * 1 2150 263 0. .0 2353.9
1 0515 64 79. 43.9 2378.0 * 1 1335 164 35. 5.9 2359.4 * 1 2155 264 0. .0 2353.9
1 0520 65 79. 44.2 2378.1 * 1 1340 165 34. 5.6 2359.2 * 1 2200 265 0. .0 2353.9
1 0525 66 79. 44.3 2378.1 * 1 1345 166 33. 5.4 2359.1 * 1 2205 266 0. .0 2353.9
1 0530 67 79. 44.3 2378.1 * 1 1350 167 33. 5.2 2358.9 * 1 2210 267 0. .0 2353.9
1 0535 68 79. 44.1 2378.1 * 1 1355 168 32. 4.9 2358.7 * 1 2215 268 0. .0 2353.9
1 0540 69 79. 43.9 2378.0 * 1 1400 169 31. 4.7 2358.6 * 1 2220 269 0. .0 2353.9
1 0545 70 79. 43.7 2377.9 * 1 1405 170 30. 4.5 2358.4 * 1 2225 270 0. .0 2353.9
1 0550 71 78. 43.3 2377.8 * 1 1410 171 30. 4.3 2358.3 * 1 2230 271 0. .0 2353.9
1 0555 72 78. 43.0 2377.7 * 1 1415 172 29. 4.1 2358.1 * 1 2235 272 0. .0 2353.9
1 0600 73 78. 42.6 2377.6 * 1 1420 173 28. 3.9 2358.0 * 1 2240 273 0. .0 2353.9
1 0605 74 78. 42.3 2377.5 * 1 1425 174 28. 3.7 2357.8 * 1 2245 274 0. .0 2353.9
1 0610 75 78. 41.9 2377.4 * 1 1430 175 27. 3.5 2357.7 * 1 2250 275 0. .0 2353.9
1 0615 76 77. 41.4 2377.3 * 1 1435 176 26. 3.3 2357.6 * 1 2255 276 0. .0 2353.9
1 0620 77 77. 41.0 2377.1 * 1 1440 177 26. 3.2 2357.4 * 1 2300 277 0. .0 2353.9
1 0625 78 77. 40.5 2377.0 * 1 1445 178 25. 3.0 2357.3 * 1 2305 278 0. .0 2353.9
1 0630 79 77. 40.0 2376.8 * 1 1450 179 25. 2.8 2357.2 * 1 2310 279 0. .0 2353.9
1 0635 80 76. 39.6 2376.7 * 1 1455 180 24. 2.7 2357.0 * 1 2315 280 0. .0 2353.9
1 0640 81 76. 39.0 2376.5 * 1 1500 181 23. 2.5 2356.9 * 1 2320 281 0. .0 2353.9
1 0645 82 76. 38.5 2376.3 * 1 1505 182 21. 2.3 2356.7 * 1 2325 282 0. .0 2353.9
1 0650 83 76. 38.0 2376.2 * 1 1510 183 20. 2.2 2356.5 * 1 2330 283 0. .0 2353.9
1 0655 84 75. 37.5 2376.0 * 1 1515 184 19. 2.1 2356.4 * 1 2335 284 0. .0 2353.9
1 0700 85 75. 37.0 2375.8 * 1 1520 185 18. 1.9 2356.2 * 1 2340 285 0. .0 2353.9
1 0705 86 75. 36.5 2375.7 * 1 1525 186 17. 1.8 2356.1 * 1 2345 286 0. .0 2353.9
1 0710 87 74. 36.0 2375.5 * 1 1530 187 16. 1.7 2355.9 * 1 2350 287 0. .0 2353.9
1 0715 88 74. 35.5 2375.3 * 1 1535 188 15. 1.6 2355.8 * 1 2355 288 0. .0 2353.9
1 0720 89 74. 35.0 2375.2 * 1 1540 189 14. 1.5 2355.7 * 2 0000 289 0. .0 2353.9
1 0725 90 73. 34.5 2375.0 * 1 1545 190 13. 1.4 2355.6 * 2 0005 290 0. .0 2353.9
1 0730 91 73. 34.0 2374.8 * 1 1550 191 12. 1.3 2355.5 * 2 0010 291 0. .0 2353.9
1 0735 92 73. 33.5 2374.6 * 1 1555 192 11. 1.2 2355.4 * 2 0015 292 0. .0 2353.9
1 0740 93 72. 33.0 2374.5 * 1 1600 193 11. 1.2 2355.3 * 2 0020 293 0. .0 2353.9
1 0745 94 72. 32.5 2374.3 * 1 1605 194 10. 1.1 2355.2 * 2 0025 294 0. .0 2353.9
1 0750 95 72. 32.0 2374.1 * 1 1610 195 9. 1.0 2355.1 * 2 0030 295 0. .0 2353.9
1 0755 96 71. 31.5 2373.9 * 1 1615 196 9. 1.0 2355.1 * 2 0035 296 0. .0 2353.9
1 0800 97 71. 31.0 2373.8 * 1 1620 197 8. .9 2355.0 * 2 0040 297 0. .0 2353.9
1 0805 98 71. 30.5 2373.6 * 1 1625 198 8. .9 2354.9 * 2 0045 298 0. .0 2353.9
1 0810 99 71. 30.0 2373.4 * 1 1630 199 7. .8 2354.9 * 2 0050 299 0. .0 2353.9
1 0815 100 70. 29.5 2373.2 * 1 1635 200 7. .8 2354.8 * 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)
+ 79. 5.42 73. 32. 31. 31.
(INCHES) .962 1.674 1.674 1.674
(AC-FT) 36. 63. 63. 63.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
44. 5.42 35. 11. 11. 11.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2378.12 5.42 2374.77 2361.56 2361.28 2361.28
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* *
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 69. 28.4 2372.8 * 1 1640 201 6. .7 2354.7
1 0005 2 0. .0 2353.9 * 1 0825 102 69. 27.9 2372.6 * 1 1645 202 6. .6 2354.6
1 0010 3 0. .0 2353.9 * 1 0830 103 68. 27.5 2372.4 * 1 1650 203 5. .6 2354.6
1 0015 4 0. .0 2353.9 * 1 0835 104 68. 27.0 2372.1 * 1 1655 204 5. .5 2354.5
1 0020 5 0. .0 2353.9 * 1 0840 105 68. 26.5 2371.9 * 1 1700 205 5. .5 2354.5
1 0025 6 0. .0 2353.9 * 1 0845 106 67. 26.1 2371.7 * 1 1705 206 4. .5 2354.5
1 0030 7 0. .0 2354.0 * 1 0850 107 67. 25.6 2371.5 * 1 1710 207 4. .4 2354.4
1 0035 8 1. .1 2354.0 * 1 0855 108 66. 25.1 2371.2 * 1 1715 208 4. .4 2354.4
1 0040 9 2. .2 2354.1 * 1 0900 109 66. 24.7 2371.0 * 1 1720 209 4. .4 2354.4
1 0045 10 3. .3 2354.3 * 1 0905 110 65. 24.2 2370.8 * 1 1725 210 3. .4 2354.3
1 0050 11 4. .4 2354.4 * 1 0910 111 65. 23.8 2370.5 * 1 1730 211 3. .3 2354.3
1 0055 12 5. .5 2354.6 * 1 0915 112 64. 23.3 2370.3 * 1 1735 212 3. .3 2354.3
1 0100 13 6. .6 2354.7 * 1 0920 113 64. 22.9 2370.0 * 1 1740 213 3. .3 2354.3
1 0105 14 6. .7 2354.7 * 1 0925 114 63. 22.5 2369.8 * 1 1745 214 3. .3 2354.2
1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.0 2369.6 * 1 1750 215 2. .3 2354.2
1 0115 16 7. .8 2354.9 * 1 0935 116 62. 21.6 2369.3 * 1 1755 216 2. .3 2354.2
1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.2 2369.1 * 1 1800 217 2. .2 2354.2
1 0125 18 8. .9 2355.0 * 1 0945 118 61. 20.8 2368.8 * 1 1805 218 2. .2 2354.2
1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.3 2368.6 * 1 1810 219 2. .2 2354.2
1 0135 20 10. 1.1 2355.2 * 1 0955 120 60. 19.9 2368.4 * 1 1815 220 2. .2 2354.1
1 0140 21 11. 1.2 2355.3 * 1 1000 121 60. 19.5 2368.1 * 1 1820 221 2. .2 2354.1
1 0145 22 13. 1.4 2355.5 * 1 1005 122 59. 19.1 2367.9 * 1 1825 222 2. .2 2354.1
1 0150 23 14. 1.6 2355.8 * 1 1010 123 58. 18.7 2367.6 * 1 1830 223 1. .2 2354.1
1 0155 24 16. 1.8 2356.0 * 1 1015 124 58. 18.3 2367.4 * 1 1835 224 1. .2 2354.1
1 0200 25 18. 2.0 2356.2 * 1 1020 125 57. 17.9 2367.2 * 1 1840 225 1. .1 2354.1
1 0205 26 19. 2.1 2356.4 * 1 1025 126 57. 17.5 2366.9 * 1 1845 226 1. .1 2354.1
1 0210 27 21. 2.3 2356.6 * 1 1030 127 56. 17.1 2366.7 * 1 1850 227 1. .1 2354.1
1 0215 28 22. 2.4 2356.8 * 1 1035 128 56. 16.7 2366.5 * 1 1855 228 1. .1 2354.0
1 0220 29 24. 2.6 2357.0 * 1 1040 129 55. 16.4 2366.2 * 1 1900 229 1. .1 2354.0
1 0225 30 24. 2.7 2357.1 * 1 1045 130 55. 16.0 2366.0 * 1 1905 230 1. .1 2354.0
1 0230 31 25. 2.9 2357.2 * 1 1050 131 54. 15.6 2365.8 * 1 1910 231 1. .1 2354.0
1 0235 32 25. 3.0 2357.3 * 1 1055 132 53. 15.2 2365.6 * 1 1915 232 1. .1 2354.0
1 0240 33 26. 3.2 2357.4 * 1 1100 133 53. 14.9 2365.3 * 1 1920 233 1. .1 2354.0
1 0245 34 26. 3.3 2357.5 * 1 1105 134 52. 14.5 2365.1 * 1 1925 234 1. .1 2354.0
1 0250 35 27. 3.5 2357.7 * 1 1110 135 52. 14.1 2364.9 * 1 1930 235 1. .1 2354.0
1 0255 36 27. 3.7 2357.8 * 1 1115 136 51. 13.8 2364.7 * 1 1935 236 1. .1 2354.0
1 0300 37 28. 3.9 2357.9 * 1 1120 137 51. 13.4 2364.4 * 1 1940 237 1. .1 2354.0
1 0305 38 29. 4.1 2358.1 * 1 1125 138 50. 13.1 2364.2 * 1 1945 238 1. .1 2354.0
1 0310 39 30. 4.5 2358.4 * 1 1130 139 49. 12.7 2364.0 * 1 1950 239 1. .1 2354.0
1 0315 40 32. 5.1 2358.8 * 1 1135 140 49. 12.4 2363.8 * 1 1955 240 1. .1 2354.0
1 0320 41 35. 5.9 2359.4 * 1 1140 141 48. 12.1 2363.6 * 1 2000 241 0. .1 2354.0
1 0325 42 38. 7.1 2360.2 * 1 1145 142 48. 11.7 2363.4 * 1 2005 242 0. .0 2354.0
1 0330 43 42. 8.9 2361.5 * 1 1150 143 47. 11.4 2363.2 * 1 2010 243 0. .0 2354.0
1 0335 44 47. 11.4 2363.2 * 1 1155 144 46. 11.1 2363.0 * 1 2015 244 0. .0 2354.0
1 0340 45 53. 15.0 2365.4 * 1 1200 145 46. 10.8 2362.7 * 1 2020 245 0. .0 2353.9
1 0345 46 59. 19.1 2367.9 * 1 1205 146 45. 10.5 2362.5 * 1 2025 246 0. .0 2353.9
1 0350 47 64. 23.2 2370.2 * 1 1210 147 45. 10.2 2362.3 * 1 2030 247 0. .0 2353.9
1 0355 48 68. 26.8 2372.1 * 1 1215 148 44. 9.9 2362.1 * 1 2035 248 0. .0 2353.9
1 0400 49 70. 29.9 2373.4 * 1 1220 149 43. 9.6 2361.9 * 1 2040 249 0. .0 2353.9
1 0405 50 72. 32.3 2374.2 * 1 1225 150 43. 9.3 2361.7 * 1 2045 250 0. .0 2353.9
1 0410 51 73. 34.2 2374.9 * 1 1230 151 42. 9.0 2361.5 * 1 2050 251 0. .0 2353.9
1 0415 52 74. 35.5 2375.3 * 1 1235 152 42. 8.7 2361.3 * 1 2055 252 0. .0 2353.9
1 0420 53 75. 36.4 2375.6 * 1 1240 153 41. 8.4 2361.1 * 1 2100 253 0. .0 2353.9
1 0425 54 75. 37.1 2375.9 * 1 1245 154 40. 8.1 2361.0 * 1 2105 254 0. .0 2353.9
1 0430 55 75. 37.6 2376.0 * 1 1250 155 40. 7.8 2360.8 * 1 2110 255 0. .0 2353.9
1 0435 56 76. 38.0 2376.2 * 1 1255 156 39. 7.6 2360.6 * 1 2115 256 0. .0 2353.9
1 0440 57 76. 38.5 2376.3 * 1 1300 157 38. 7.3 2360.4 * 1 2120 257 0. .0 2353.9
1 0445 58 76. 39.1 2376.5 * 1 1305 158 38. 7.0 2360.2 * 1 2125 258 0. .0 2353.9
1 0450 59 77. 39.8 2376.7 * 1 1310 159 37. 6.8 2360.0 * 1 2130 259 0. .0 2353.9
1 0455 60 77. 40.5 2377.0 * 1 1315 160 36. 6.5 2359.9 * 1 2135 260 0. .0 2353.9
1 0500 61 77. 41.4 2377.2 * 1 1320 161 36. 6.3 2359.7 * 1 2140 261 0. .0 2353.9
1 0505 62 78. 42.1 2377.5 * 1 1325 162 35. 6.0 2359.5 * 1 2145 262 0. .0 2353.9
1 0510 63 78. 42.8 2377.7 * 1 1330 163 34. 5.8 2359.3 * 1 2150 263 0. .0 2353.9
1 0515 64 78. 43.2 2377.8 * 1 1335 164 34. 5.6 2359.2 * 1 2155 264 0. .0 2353.9
1 0520 65 79. 43.5 2377.9 * 1 1340 165 33. 5.3 2359.0 * 1 2200 265 0. .0 2353.9
1 0525 66 79. 43.6 2377.9 * 1 1345 166 32. 5.1 2358.9 * 1 2205 266 0. .0 2353.9
1 0530 67 79. 43.6 2377.9 * 1 1350 167 32. 4.9 2358.7 * 1 2210 267 0. .0 2353.9
1 0535 68 79. 43.4 2377.9 * 1 1355 168 31. 4.7 2358.5 * 1 2215 268 0. .0 2353.9
1 0540 69 78. 43.2 2377.8 * 1 1400 169 30. 4.5 2358.4 * 1 2220 269 0. .0 2353.9
1 0545 70 78. 43.0 2377.7 * 1 1405 170 30. 4.3 2358.2 * 1 2225 270 0. .0 2353.9
1 0550 71 78. 42.7 2377.6 * 1 1410 171 29. 4.1 2358.1 * 1 2230 271 0. .0 2353.9
1 0555 72 78. 42.3 2377.5 * 1 1415 172 28. 3.9 2357.9 * 1 2235 272 0. .0 2353.9
1 0600 73 78. 42.0 2377.4 * 1 1420 173 27. 3.7 2357.8 * 1 2240 273 0. .0 2353.9
1 0605 74 78. 41.6 2377.3 * 1 1425 174 27. 3.5 2357.6 * 1 2245 274 0. .0 2353.9
1 0610 75 77. 41.2 2377.2 * 1 1430 175 26. 3.3 2357.5 * 1 2250 275 0. .0 2353.9
1 0615 76 77. 40.8 2377.1 * 1 1435 176 26. 3.1 2357.4 * 1 2255 276 0. .0 2353.9
1 0620 77 77. 40.3 2376.9 * 1 1440 177 25. 2.9 2357.3 * 1 2300 277 0. .0 2353.9
1 0625 78 77. 39.9 2376.8 * 1 1445 178 24. 2.8 2357.1 * 1 2305 278 0. .0 2353.9
1 0630 79 76. 39.4 2376.6 * 1 1450 179 24. 2.6 2357.0 * 1 2310 279 0. .0 2353.9
1 0635 80 76. 38.9 2376.4 * 1 1455 180 22. 2.5 2356.8 * 1 2315 280 0. .0 2353.9
1 0640 81 76. 38.4 2376.3 * 1 1500 181 21. 2.3 2356.6 * 1 2320 281 0. .0 2353.9
1 0645 82 75. 37.9 2376.1 * 1 1505 182 20. 2.2 2356.5 * 1 2325 282 0. .0 2353.9
1 0650 83 75. 37.4 2375.9 * 1 1510 183 19. 2.0 2356.3 * 1 2330 283 0. .0 2353.9
1 0655 84 75. 36.9 2375.8 * 1 1515 184 17. 1.9 2356.2 * 1 2335 284 0. .0 2353.9
1 0700 85 75. 36.3 2375.6 * 1 1520 185 16. 1.8 2356.0 * 1 2340 285 0. .0 2353.9
1 0705 86 74. 35.8 2375.5 * 1 1525 186 15. 1.7 2355.9 * 1 2345 286 0. .0 2353.9
1 0710 87 74. 35.3 2375.3 * 1 1530 187 14. 1.6 2355.8 * 1 2350 287 0. .0 2353.9
1 0715 88 74. 34.8 2375.1 * 1 1535 188 14. 1.5 2355.7 * 1 2355 288 0. .0 2353.9
1 0720 89 73. 34.3 2375.0 * 1 1540 189 13. 1.4 2355.6 * 2 0000 289 0. .0 2353.9
1 0725 90 73. 33.8 2374.8 * 1 1545 190 12. 1.3 2355.5 * 2 0005 290 0. .0 2353.9
1 0730 91 73. 33.3 2374.6 * 1 1550 191 11. 1.2 2355.4 * 2 0010 291 0. .0 2353.9
1 0735 92 72. 32.8 2374.4 * 1 1555 192 11. 1.2 2355.3 * 2 0015 292 0. .0 2353.9
1 0740 93 72. 32.3 2374.2 * 1 1600 193 10. 1.1 2355.2 * 2 0020 293 0. .0 2353.9
1 0745 94 72. 31.8 2374.1 * 1 1605 194 9. 1.0 2355.1 * 2 0025 294 0. .0 2353.9
1 0750 95 71. 31.3 2373.9 * 1 1610 195 9. 1.0 2355.0 * 2 0030 295 0. .0 2353.9
1 0755 96 71. 30.8 2373.7 * 1 1615 196 8. .9 2355.0 * 2 0035 296 0. .0 2353.9
1 0800 97 71. 30.3 2373.5 * 1 1620 197 8. .8 2354.9 * 2 0040 297 0. .0 2353.9
1 0805 98 70. 29.9 2373.4 * 1 1625 198 7. .8 2354.8 * 2 0045 298 0. .0 2353.9
1 0810 99 70. 29.4 2373.2 * 1 1630 199 7. .7 2354.8 * 2 0050 299 0. .0 2353.9
1 0815 100 70. 28.9 2373.0 * 1 1635 200 6. .7 2354.7 * 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)
+ 79. 5.42 72. 31. 30. 30.
(INCHES) .957 1.652 1.652 1.652
(AC-FT) 36. 62. 62. 62.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
44. 5.42 34. 11. 11. 11.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2377.91 5.42 2374.54 2361.43 2361.15 2361.15
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
.88 .87 .86 .85
HYDROGRAPH AT
+ FW01 .32 1 FLOW 114. 111. 109. 107.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RFW1 .32 1 FLOW 115. 112. 109. 107.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FW02 .24 1 FLOW 104. 102. 100. 98.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CFW2 .56 1 FLOW 213. 208. 204. 200.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFW2 .56 1 FLOW 214. 209. 204. 201.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FW03 .25 1 FLOW 188. 185. 183. 180.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFW3 .82 1 FLOW 373. 365. 358. 353.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFW3 .82 1 FLOW 367. 361. 359. 353.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FW5 .52 1 FLOW 329. 324. 320. 316.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CFW5 1.34 1 FLOW 690. 679. 673. 664.
TIME 4.00 4.00 4.00 4.00
DIVERSION TO
+ DFW11 1.34 1 FLOW 210. 210. 210. 210.
TIME 3.50 3.50 3.50 3.50
HYDROGRAPH AT
+ DFW5 1.34 1 FLOW 480. 469. 463. 454.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RDFW5 1.34 1 FLOW 479. 467. 461. 452.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CE2EA-C .13 1 FLOW 72. 71. 70. 69.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCE2EA .13 1 FLOW 73. 71. 70. 70.
TIME 4.25 4.25 4.25 4.25
HYDROGRAPH AT
+ R4C1 .27 1 FLOW 211. 208. 205. 203.
TIME 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CR4C1 1.74 1 FLOW 707. 691. 682. 670.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCR4C1 1.74 1 FLOW 701. 686. 677. 665.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CE2EC .26 1 FLOW 145. 142. 140. 138.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCE2EC .26 1 FLOW 148. 145. 142. 140.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CE2ED-C .31 1 FLOW 231. 227. 225. 222.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCE2ED-C .58 1 FLOW 367. 361. 356. 351.
TIME 3.83 3.92 3.92 3.92
DIVERSION TO
+ DCPS03 .58 1 FLOW 200. 198. 196. 194.
TIME 3.83 3.92 3.92 3.92
HYDROGRAPH AT
+ DCCE2ED .58 1 FLOW 167. 163. 160. 158.
TIME 3.83 3.92 3.92 3.92
ROUTED TO
+ RDCCE2ED .58 1 FLOW 170. 166. 163. 160.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ CE3FA .36 1 FLOW 282. 278. 275. 272.
TIME 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CCE3FA 2.67 1 FLOW 1108. 1085. 1071. 1053.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCE3FA 2.67 1 FLOW 1106. 1083. 1068. 1051.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ PS01-C .41 1 FLOW 234. 229. 226. 223.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RPS01-C .41 1 FLOW 233. 228. 225. 223.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ PS03 .19 1 FLOW 172. 170. 167. 166.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CPS03 .60 1 FLOW 376. 369. 365. 360.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ ED01 .25 1 FLOW 147. 144. 142. 140.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RED01 .25 1 FLOW 149. 146. 144. 142.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ ED02 .31 1 FLOW 201. 197. 195. 192.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ ED11 .24 1 FLOW 137. 134. 132. 130.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ ED12 .20 1 FLOW 152. 149. 147. 146.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CED12 .44 1 FLOW 289. 284. 280. 276.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCED12 .44 1 FLOW 290. 285. 281. 278.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ ED13 .21 1 FLOW 158. 155. 153. 152.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CED13 .65 1 FLOW 436. 429. 423. 418.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCED13 .65 1 FLOW 433. 426. 420. 415.
TIME 3.92 3.92 3.92 3.92
3 COMBINED AT
+ CED02 1.21 1 FLOW 769. 756. 746. 736.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCED02 1.21 1 FLOW 763. 749. 739. 730.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCPS03 .00 1 FLOW 200. 198. 196. 194.
TIME 3.83 3.92 3.92 3.92
ROUTED TO
+ RDPS03 .00 1 FLOW 201. 198. 196. 194.
TIME 3.92 3.92 3.92 3.92
3 COMBINED AT
+ CCPS03 1.81 1 FLOW 1284. 1262. 1245. 1231.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCPS03 1.81 1 FLOW 1276. 1254. 1239. 1222.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ PS06-C .39 1 FLOW 315. 311. 307. 304.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CPS06 2.20 1 FLOW 1530. 1504. 1486. 1467.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCPS06 4.88 1 FLOW 2599. 2550. 2516. 2479.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCPS06 4.88 1 FLOW 2578. 2530. 2495. 2459.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FW09 .25 1 FLOW 206. 203. 200. 198.
TIME 3.83 3.83 3.83 3.83
DIVERSION TO
+ DSM .25 1 FLOW 66. 63. 60. 59.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ DSPM .25 1 FLOW 140. 140. 140. 139.
TIME 3.75 3.75 3.83 3.83
ROUTED TO
+ RDSPM .25 1 FLOW 140. 140. 140. 139.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CE3FD-C .28 1 FLOW 220. 216. 214. 212.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCE3FD-C .54 1 FLOW 360. 357. 354. 351.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCE3FD .54 1 FLOW 356. 353. 350. 347.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CRCPS06 5.41 1 FLOW 2931. 2880. 2843. 2803.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCRCPS06 5.41 1 FLOW 2912. 2860. 2822. 2783.
TIME 3.92 3.92 3.92 4.00
HYDROGRAPH AT
+ PS08 .18 1 FLOW 171. 168. 166. 164.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CPS08 5.59 1 FLOW 3012. 2959. 2920. 2879.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ ED05-C .44 1 FLOW 288. 284. 280. 277.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RED05-C .44 1 FLOW 286. 281. 277. 274.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCPS08 6.03 1 FLOW 3296. 3237. 3196. 3153.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCPS08 6.03 1 FLOW 3278. 3218. 3178. 3138.
TIME 3.92 3.92 3.92 4.00
HYDROGRAPH AT
+ ED10-C .22 1 FLOW 178. 176. 173. 172.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CED10-C 6.25 1 FLOW 3412. 3350. 3308. 3263.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCED10-C 6.25 1 FLOW 3391. 3329. 3287. 3245.
TIME 3.92 3.92 3.92 4.00
HYDROGRAPH AT
+ SA06-C .20 1 FLOW 165. 163. 161. 160.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RSA06-C .20 1 FLOW 163. 163. 161. 158.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ SA08 .22 1 FLOW 214. 211. 209. 207.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CSA08 .42 1 FLOW 353. 350. 345. 341.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCSA08 6.67 1 FLOW 3689. 3624. 3579. 3529.
TIME 3.92 3.92 3.92 3.92
DIVERSION TO
+ DSAHARA 6.67 1 FLOW 2239. 2174. 2129. 2079.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCCSA08 6.67 1 FLOW 1450. 1450. 1450. 1450.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCSA08 6.67 1 FLOW 1453. 1453. 1453. 1453.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH14-C .17 1 FLOW 119. 118. 116. 115.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCH14-C .17 1 FLOW 120. 118. 116. 115.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK09-C .38 1 FLOW 225. 222. 219. 217.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ COK09-C .55 1 FLOW 341. 336. 331. 328.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCOK09-C .55 1 FLOW 340. 335. 331. 327.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ OK10 .31 1 FLOW 223. 219. 217. 214.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ COK10 .85 1 FLOW 540. 532. 525. 519.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCOK10 .85 1 FLOW 537. 529. 522. 517.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK11-C .31 1 FLOW 185. 182. 180. 178.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ 1COK11C 1.16 1 FLOW 721. 711. 701. 695.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ COK11C 7.83 1 FLOW 2171. 2160. 2151. 2144.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCOK11C 7.83 1 FLOW 2164. 2153. 2144. 2138.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WAL1 .21 1 FLOW 151. 149. 147. 145.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RWAL1 .21 1 FLOW 151. 149. 146. 145.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WAL2 .25 1 FLOW 145. 143. 140. 139.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWAL2 .45 1 FLOW 295. 290. 286. 282.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCWAL2 8.28 1 FLOW 2448. 2431. 2418. 2409.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCWAL2 8.28 1 FLOW 2433. 2417. 2401. 2391.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH15-C .24 1 FLOW 189. 186. 184. 182.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCH15-C .24 1 FLOW 189. 186. 184. 182.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH18-C .29 1 FLOW 221. 218. 215. 213.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH18-C .53 1 FLOW 392. 386. 381. 377.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH18-C .53 1 FLOW 391. 385. 380. 376.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL92 .43 1 FLOW 197. 193. 190. 187.
TIME 3.92 3.92 3.92 3.92
DIVERSION TO
+ DAL93 .43 1 FLOW 76. 75. 73. 72.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DAL92 .43 1 FLOW 121. 118. 116. 115.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RDAL92 .43 1 FLOW 119. 117. 115. 113.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ AL95-C .19 1 FLOW 115. 112. 111. 109.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL95 .62 1 FLOW 205. 201. 198. 195.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCAL95-C .62 1 FLOW 205. 201. 198. 195.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCCH18-C 1.15 1 FLOW 592. 582. 573. 566.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCCH18C 1.15 1 FLOW 583. 574. 565. 559.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH22-C .23 1 FLOW 186. 184. 182. 180.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCH22 1.38 1 FLOW 767. 755. 745. 735.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCCH22 9.66 1 FLOW 3195. 3167. 3140. 3122.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCCH22 9.66 1 FLOW 3158. 3129. 3103. 3086.
TIME 3.92 4.00 4.00 4.00
HYDROGRAPH AT
+ AL96-C .18 1 FLOW 160. 158. 156. 155.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL96 9.84 1 FLOW 3295. 3262. 3229. 3208.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCAL96 9.84 1 FLOW 3277. 3244. 3219. 3197.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ DAL93 .00 1 FLOW 76. 75. 73. 72.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RDAL93 .00 1 FLOW 76. 74. 73. 72.
TIME 4.33 4.33 4.33 4.33
HYDROGRAPH AT
+ AL93-C .52 1 FLOW 393. 387. 382. 378.
TIME 3.75 3.75 3.75 3.75
3 COMBINED AT
+ CAL93 10.37 1 FLOW 3626. 3588. 3558. 3532.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ 1-GOLF .36 1 FLOW 243. 239. 236. 232.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ R1-GOLF .36 1 FLOW 238. 237. 234. 229.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 2a-OAK-C .31 1 FLOW 217. 214. 211. 208.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ C2a-OAK .68 1 FLOW 451. 447. 439. 431.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RC2a-OAK .68 1 FLOW 451. 447. 438. 430.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3-ELP-C .21 1 FLOW 180. 177. 175. 173.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C3-ELP-C .88 1 FLOW 591. 584. 574. 565.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RC3-ELPC .88 1 FLOW 588. 582. 572. 562.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3a-OAK-C .43 1 FLOW 284. 279. 274. 271.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C3a-OAKC 1.32 1 FLOW 842. 827. 814. 802.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RC3aOAKC 1.32 1 FLOW 838. 826. 812. 800.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3-HOLM-C .33 1 FLOW 254. 250. 247. 244.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ R3-HOLMC .33 1 FLOW 250. 246. 243. 240.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ 5-OAK-C .23 1 FLOW 182. 179. 176. 174.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C5-OAK-C .56 1 FLOW 416. 410. 404. 400.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ OAKEYIN 1.88 1 FLOW 1241. 1220. 1201. 1185.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ OAKEYDB 1.88 1 FLOW 31. 30. 30. 30.
TIME 6.42 6.42 6.42 6.42
** PEAK STAGES IN FEET **
1 STAGE 43.48 43.33 43.20 43.09
TIME 6.42 6.42 6.42 6.42
ROUTED TO
+ OAKEYOT 1.88 1 FLOW 31. 30. 30. 30.
TIME 6.58 6.58 6.58 6.58
HYDROGRAPH AT
+ SA01-C .26 1 FLOW 234. 231. 229. 227.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RSA01-C .26 1 FLOW 236. 233. 231. 228.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA05 .18 1 FLOW 153. 151. 149. 148.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CSA05 .44 1 FLOW 365. 360. 356. 352.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCSA05 .44 1 FLOW 360. 355. 351. 348.
TIME 3.83 3.92 3.92 3.92
HYDROGRAPH AT
+ SA06 .08 1 FLOW 87. 86. 85. 84.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA06 .52 1 FLOW 409. 403. 398. 394.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK06-C .17 1 FLOW 142. 140. 138. 137.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ ROK06-C .17 1 FLOW 145. 142. 141. 139.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK07 .24 1 FLOW 158. 155. 153. 151.
TIME 3.75 3.75 3.75 3.75
3 COMBINED AT
+ COK07 .93 1 FLOW 699. 688. 679. 671.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK07 .93 1 FLOW 694. 682. 673. 666.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK03-C .36 1 FLOW 287. 283. 279. 276.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ ROK03-C .36 1 FLOW 288. 284. 280. 277.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK04-C .20 1 FLOW 115. 113. 111. 110.
TIME 3.75 3.75 3.75 3.75
3 COMBINED AT
+ COK04-C 1.49 1 FLOW 1094. 1076. 1062. 1050.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK04-C 1.49 1 FLOW 1083. 1064. 1050. 1038.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK08 .08 1 FLOW 84. 83. 82. 81.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ COK08 1.58 1 FLOW 1129. 1109. 1096. 1083.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCOK08 3.46 1 FLOW 1151. 1131. 1116. 1104.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCOK08 3.46 1 FLOW 1140. 1122. 1108. 1096.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH04-C .17 1 FLOW 169. 167. 165. 163.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCH04-C .17 1 FLOW 167. 165. 163. 161.
TIME 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ CH05-C .16 1 FLOW 146. 144. 142. 141.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH05-C .34 1 FLOW 310. 306. 302. 300.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCCH05-C .34 1 FLOW 307. 302. 300. 297.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH09-C .38 1 FLOW 301. 296. 292. 289.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH09-C .72 1 FLOW 608. 598. 592. 587.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH09-C .72 1 FLOW 599. 590. 584. 578.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH10 .28 1 FLOW 278. 274. 271. 268.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCH10 1.00 1 FLOW 837. 824. 815. 807.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH10 1.00 1 FLOW 836. 823. 814. 806.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ OK12 .05 1 FLOW 62. 61. 61. 60.
TIME 3.58 3.58 3.58 3.58
3 COMBINED AT
+ COK12 4.50 1 FLOW 1937. 1907. 1883. 1863.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK12 4.50 1 FLOW 1930. 1901. 1876. 1857.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH14B .22 1 FLOW 164. 161. 159. 158.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH14B 4.72 1 FLOW 2089. 2058. 2031. 2009.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH14B 4.72 1 FLOW 2079. 2046. 2020. 1999.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK13 .10 1 FLOW 79. 78. 77. 76.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ COK13 4.82 1 FLOW 2156. 2122. 2095. 2073.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK13 4.82 1 FLOW 2142. 2107. 2081. 2057.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ R1 .09 1 FLOW 80. 79. 78. 77.
TIME 3.58 3.58 3.58 3.58
ROUTED TO
+ PR1 .09 1 FLOW 53. 52. 51. 51.
TIME 3.83 3.83 3.83 3.83
** PEAK STAGES IN FEET **
1 STAGE 12.21 12.17 12.15 12.12
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RPR1 .09 1 FLOW 53. 52. 51. 51.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ R3 .28 1 FLOW 229. 226. 223. 220.
TIME 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ R2 .05 1 FLOW 41. 40. 39. 39.
TIME 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CR2 .41 1 FLOW 297. 293. 289. 286.
TIME 3.75 3.75 3.75 3.75
DIVERSION TO
+ DAL00A .41 1 FLOW 147. 143. 139. 136.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DCR2 .41 1 FLOW 150. 150. 150. 150.
TIME 3.50 3.50 3.50 3.50
ROUTED TO
+ RDCR2 .41 1 FLOW 151. 151. 151. 151.
TIME 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ AL01A .12 1 FLOW 107. 105. 104. 103.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CAL01A .53 1 FLOW 257. 255. 254. 253.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCAL01A .53 1 FLOW 255. 254. 253. 252.
TIME 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ US .03 1 FLOW 31. 30. 30. 29.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CUS .56 1 FLOW 282. 280. 279. 277.
TIME 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ AL04-C .18 1 FLOW 134. 132. 130. 129.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RAL04-C .18 1 FLOW 133. 131. 129. 127.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCUS .74 1 FLOW 405. 401. 398. 395.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCCUS .74 1 FLOW 403. 399. 396. 393.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL05-C .23 1 FLOW 169. 167. 165. 163.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ GS .04 1 FLOW 36. 36. 35. 35.
TIME 3.58 3.58 3.58 3.58
DIVERSION TO
+ DGSR .04 1 FLOW 7. 7. 6. 6.
TIME 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ DGS .04 1 FLOW 29. 29. 29. 29.
TIME 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CAL05-C 1.01 1 FLOW 599. 592. 587. 582.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL05-C 1.01 1 FLOW 594. 587. 581. 576.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ BR3 .07 1 FLOW 80. 79. 78. 77.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CBR3 1.08 1 FLOW 642. 635. 629. 623.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCBR3 1.08 1 FLOW 639. 632. 626. 620.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL09-C .16 1 FLOW 142. 140. 138. 136.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RAL09-C .16 1 FLOW 142. 139. 138. 136.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DGSR .00 1 FLOW 7. 7. 6. 6.
TIME 3.58 3.58 3.58 3.58
ROUTED TO
+ RDGSR .00 1 FLOW 6. 4. 6. 8.
TIME 4.00 4.08 4.00 4.00
HYDROGRAPH AT
+ AL11-C .13 1 FLOW 118. 116. 115. 114.
TIME 3.75 3.75 3.75 3.75
4 COMBINED AT
+ CAL11-C 1.38 1 FLOW 899. 888. 878. 870.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL11-C 1.38 1 FLOW 888. 876. 868. 860.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL10-C .05 1 FLOW 44. 43. 43. 42.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CAL10-C 1.42 1 FLOW 928. 915. 906. 898.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL10-C 1.42 1 FLOW 921. 908. 899. 890.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL13-3 .06 1 FLOW 60. 59. 58. 58.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CAL13-3 1.48 1 FLOW 961. 947. 938. 929.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL14 .46 1 FLOW 314. 309. 306. 303.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RAL14 .46 1 FLOW 311. 307. 304. 301.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ AL16 .15 1 FLOW 123. 121. 120. 119.
TIME 3.75 3.75 3.75 3.75
3 COMBINED AT
+ 1CAL16 2.09 1 FLOW 1346. 1329. 1314. 1301.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL09 .10 1 FLOW 80. 79. 78. 77.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RAL09 .10 1 FLOW 78. 77. 76. 76.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH14A .15 1 FLOW 108. 106. 104. 103.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH14A .25 1 FLOW 186. 183. 180. 179.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH14A .25 1 FLOW 182. 179. 177. 176.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL16 2.33 1 FLOW 1526. 1506. 1489. 1474.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCAL16 2.33 1 FLOW 1525. 1505. 1488. 1473.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCAL16 7.15 1 FLOW 3667. 3612. 3569. 3530.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCAL16 7.15 1 FLOW 3658. 3603. 3561. 3521.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL90-C .17 1 FLOW 140. 138. 137. 135.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL90-C 7.32 1 FLOW 3789. 3732. 3689. 3648.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCAL90-C 7.32 1 FLOW 3772. 3715. 3671. 3632.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ MEDB .23 1 FLOW 189. 186. 183. 180.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ MEADOWIN 7.55 1 FLOW 3886. 3828. 3781. 3742.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ MEADOWDB 7.55 1 FLOW 1349. 1333. 1320. 1310.
TIME 5.25 5.25 5.25 5.25
** PEAK STAGES IN FEET **
1 STAGE 2111.06 2110.89 2110.75 2110.64
TIME 5.25 5.25 5.25 5.25
ROUTED TO
+ MEADOWOT 7.55 1 FLOW 1348. 1332. 1320. 1309.
TIME 5.25 5.25 5.25 5.25
HYDROGRAPH AT
+ DAL00A .00 1 FLOW 147. 143. 139. 136.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RDAL00A .00 1 FLOW 146. 142. 138. 135.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL00A .47 1 FLOW 359. 353. 349. 345.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL00A-C .23 1 FLOW 202. 199. 197. 195.
TIME 3.67 3.67 3.67 3.67
3 COMBINED AT
+ RAINBWIN .70 1 FLOW 706. 692. 682. 673.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RAINBWDB .70 1 FLOW 80. 79. 79. 79.
TIME 5.42 5.42 5.42 5.42
** PEAK STAGES IN FEET **
1 STAGE 2378.65 2378.35 2378.12 2377.91
TIME 5.42 5.42 5.42 5.42
ROUTED TO
+ RAINBWOT .70 1 FLOW 80. 79. 79. 79.
TIME 5.42 5.42 5.42 5.42
HYDROGRAPH AT
+ LC01-C .09 1 FLOW 75. 74. 73. 72.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CLC01-C .79 1 FLOW 134. 132. 131. 130.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCLC01-C .79 1 FLOW 135. 133. 131. 130.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA02-C .27 1 FLOW 216. 212. 210. 208.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA02-C 1.06 1 FLOW 345. 340. 336. 332.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL01B-C .37 1 FLOW 257. 253. 250. 247.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCWA02-C 1.43 1 FLOW 599. 590. 582. 576.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCWA02C 1.43 1 FLOW 596. 588. 582. 574.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ LC11-C .38 1 FLOW 294. 290. 286. 283.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CLC11-C 1.81 1 FLOW 883. 870. 860. 849.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCLC11-C 1.81 1 FLOW 880. 867. 857. 847.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ LC14-C .32 1 FLOW 220. 217. 214. 212.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CLC14-C 2.13 1 FLOW 1100. 1084. 1072. 1058.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA10-C .45 1 FLOW 289. 284. 280. 276.
TIME 3.75 3.75 3.75 3.75
DIVERSION TO
+ WA10NW .45 1 FLOW 39. 34. 30. 26.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA10D .45 1 FLOW 250. 250. 250. 250.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RWA10D .45 1 FLOW 251. 251. 251. 251.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCLC14-C 2.58 1 FLOW 1350. 1334. 1322. 1309.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCLC14 2.58 1 FLOW 1347. 1322. 1312. 1302.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CRMEDET 10.13 1 FLOW 2336. 2302. 2282. 2261.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCRMEDET 10.13 1 FLOW 2333. 2299. 2279. 2259.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ LC16-C .31 1 FLOW 212. 209. 206. 203.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ OG011AC2 .12 1 FLOW 115. 114. 112. 111.
TIME 3.58 3.58 3.58 3.58
DIVERSION TO
+ OG011D .12 1 FLOW 70. 69. 67. 66.
TIME 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ OG011AD .12 1 FLOW 45. 45. 45. 45.
TIME 3.33 3.33 3.33 3.33
ROUTED TO
+ ROG011AD .12 1 FLOW 46. 46. 46. 46.
TIME 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ WA01-C .19 1 FLOW 158. 155. 153. 151.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA01-C .31 1 FLOW 202. 200. 198. 196.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RWA01 .31 1 FLOW 204. 202. 200. 198.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA04-C .20 1 FLOW 112. 110. 108. 107.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CWA04-C .51 1 FLOW 314. 310. 306. 303.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCWA04 .51 1 FLOW 312. 309. 306. 301.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA09-C .10 1 FLOW 77. 76. 75. 74.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA09-C .61 1 FLOW 381. 377. 373. 367.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCWA09 .61 1 FLOW 380. 376. 372. 366.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA10NW .00 1 FLOW 39. 34. 30. 26.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA10NW .61 1 FLOW 401. 391. 380. 371.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCWA10NW .61 1 FLOW 399. 390. 380. 371.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA13-C .33 1 FLOW 277. 272. 269. 266.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA13-C .95 1 FLOW 604. 590. 576. 564.
TIME 3.83 3.83 3.83 3.83
DIVERSION TO
+ WA13NW .95 1 FLOW 239. 233. 227. 222.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA13D .95 1 FLOW 365. 357. 349. 341.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RWA13D .95 1 FLOW 358. 352. 344. 336.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLC16-C 1.26 1 FLOW 560. 547. 535. 526.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCLC16-C 11.39 1 FLOW 2849. 2804. 2774. 2744.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCLC16 11.39 1 FLOW 2836. 2790. 2767. 2733.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ LC20-C .17 1 FLOW 115. 114. 112. 111.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLC20-C 11.56 1 FLOW 2947. 2900. 2875. 2840.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCLC20-C 11.56 1 FLOW 2943. 2894. 2869. 2835.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCAL93 21.93 1 FLOW 6569. 6482. 6427. 6367.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCAL93 21.93 1 FLOW 6538. 6458. 6387. 6337.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ LC21 .60 1 FLOW 422. 416. 412. 408.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLC21 22.53 1 FLOW 6959. 6873. 6798. 6744.
TIME 4.00 4.00 4.00 4.00
DIVERSION TO
+ DLVOE 22.53 1 FLOW 4089. 4003. 3928. 3874.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ DCLC21 22.53 1 FLOW 2870. 2870. 2870. 2870.
TIME 3.58 3.58 3.58 3.58
ROUTED TO
+ RDCLC21 22.53 1 FLOW 2870. 2870. 2870. 2870.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ V1-C .28 1 FLOW 229. 226. 223. 221.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH59-C .34 1 FLOW 248. 245. 242. 240.
TIME 3.92 3.92 3.92 3.92
DIVERSION TO
+ DFLAM .34 1 FLOW 26. 23. 20. 18.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCH59-C .34 1 FLOW 222. 222. 222. 222.
TIME 3.75 3.75 3.75 3.83
DIVERSION TO
+ DBN03 .34 1 FLOW 55. 55. 55. 55.
TIME 3.75 3.75 3.75 3.83
HYDROGRAPH AT
+ DDCH59-C .34 1 FLOW 167. 167. 167. 167.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RDDCH59 .34 1 FLOW 168. 168. 168. 168.
TIME 3.75 3.75 3.75 3.75
3 COMBINED AT
+ CV1-C 23.15 1 FLOW 3265. 3262. 3259. 3257.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCV1-C 23.15 1 FLOW 3264. 3260. 3257. 3254.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ X-C1 .28 1 FLOW 236. 232. 230. 227.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CX-C1 23.43 1 FLOW 3487. 3480. 3475. 3469.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCX-C1 23.43 1 FLOW 3480. 3472. 3465. 3459.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ M .27 1 FLOW 180. 177. 175. 173.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RM .27 1 FLOW 180. 177. 175. 173.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ N-C .26 1 FLOW 168. 165. 163. 161.
TIME 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CN-C 23.96 1 FLOW 3767. 3755. 3746. 3737.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCN-C 23.96 1 FLOW 3762. 3750. 3740. 3732.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ P-C .31 1 FLOW 189. 185. 183. 181.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CP-C 24.27 1 FLOW 3951. 3935. 3923. 3912.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCP-C 24.27 1 FLOW 3940. 3923. 3910. 3899.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ Q-C .26 1 FLOW 142. 140. 138. 136.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CQ-C 24.53 1 FLOW 4083. 4063. 4047. 4035.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCQ-C 24.53 1 FLOW 4070. 4053. 4041. 4031.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ LVW01-C .24 1 FLOW 119. 116. 115. 113.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLVW01-C 24.76 1 FLOW 4189. 4169. 4155. 4144.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DLVOE .00 1 FLOW 4089. 4003. 3928. 3874.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RDLVOE .00 1 FLOW 4036. 3941. 3865. 3804.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ H-C1 .29 1 FLOW 257. 253. 250. 248.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CH-C1 .29 1 FLOW 4178. 4081. 4004. 3941.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCH-C1 .29 1 FLOW 4133. 4042. 3975. 3915.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ E-C .61 1 FLOW 372. 366. 360. 356.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CE-C .90 1 FLOW 4424. 4317. 4246. 4184.
TIME 4.00 4.08 4.08 4.08
ROUTED TO
+ RCE-C .90 1 FLOW 4411. 4316. 4241. 4179.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ G .23 1 FLOW 117. 115. 113. 112.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CG 1.13 1 FLOW 4508. 4410. 4334. 4271.
TIME 4.08 4.08 4.08 4.08
ROUTED TO
+ RCG 1.13 1 FLOW 4496. 4395. 4313. 4246.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ K-C1 .32 1 FLOW 155. 152. 149. 147.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CK-C1 1.45 1 FLOW 4640. 4536. 4452. 4384.
TIME 4.08 4.08 4.08 4.08
ROUTED TO
+ RCK-C1 1.45 1 FLOW 4594. 4485. 4400. 4326.
TIME 4.08 4.08 4.08 4.08
2 COMBINED AT
+ CCLVW01C 26.22 1 FLOW 8632. 8508. 8410. 8324.
TIME 4.08 4.08 4.08 4.08
ROUTED TO
+ RCCLVW01 26.22 1 FLOW 8612. 8487. 8397. 8313.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ BN06-C .34 1 FLOW 306. 301. 297. 294.
TIME 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ BN03-C .41 1 FLOW 272. 267. 263. 260.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DBN03 .00 1 FLOW 55. 55. 55. 55.
TIME 3.75 3.75 3.75 3.83
ROUTED TO
+ RDBN03 .00 1 FLOW 58. 56. 55. 57.
TIME 4.08 4.08 4.17 4.08
3 COMBINED AT
+ CBN03 .75 1 FLOW 549. 540. 532. 526.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCBN03 .75 1 FLOW 540. 530. 522. 517.
TIME 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ BN08 .21 1 FLOW 160. 158. 156. 154.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CBN08 .96 1 FLOW 688. 676. 666. 659.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCBN08 .96 1 FLOW 684. 673. 664. 655.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ BN09 .23 1 FLOW 117. 115. 113. 111.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN09 1.20 1 FLOW 797. 783. 773. 762.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCBN09 1.20 1 FLOW 783. 768. 758. 749.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ BN10-C .26 1 FLOW 166. 164. 161. 159.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN10-C 1.45 1 FLOW 946. 928. 915. 904.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCBN10-C 1.45 1 FLOW 947. 928. 915. 903.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ BN12-C .32 1 FLOW 197. 194. 191. 189.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN12-C 1.78 1 FLOW 1144. 1122. 1106. 1092.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCBN12-C 1.78 1 FLOW 1124. 1101. 1086. 1071.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ BN15-C .28 1 FLOW 167. 164. 161. 159.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CBN15-C 2.06 1 FLOW 1290. 1265. 1247. 1230.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCBN15-C 28.28 1 FLOW 9621. 9466. 9345. 9249.
TIME 4.08 4.08 4.17 4.17
ROUTED TO
+ RCBN15-C 28.28 1 FLOW 9587. 9446. 9342. 9247.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ CA03 .34 1 FLOW 248. 244. 240. 237.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCA03 .34 1 FLOW 251. 247. 244. 241.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CA04-C .37 1 FLOW 251. 247. 244. 241.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA04 .72 1 FLOW 502. 494. 487. 482.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCA04 .72 1 FLOW 498. 490. 483. 478.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CA05 .24 1 FLOW 185. 182. 180. 178.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCA05 .96 1 FLOW 681. 670. 661. 654.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCA05 .96 1 FLOW 675. 663. 654. 647.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CA06-C .40 1 FLOW 212. 208. 205. 202.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA06 1.36 1 FLOW 887. 871. 859. 849.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCA06 1.36 1 FLOW 876. 856. 846. 840.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CA08-C .26 1 FLOW 182. 179. 177. 175.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA08-C 1.61 1 FLOW 1049. 1026. 1014. 1006.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCA08-C 1.61 1 FLOW 1042. 1019. 1010. 997.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CA10-C .19 1 FLOW 129. 127. 125. 124.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCA10-C 1.81 1 FLOW 1168. 1143. 1132. 1118.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCCA10-C 30.08 1 FLOW 10553. 10370. 10240. 10134.
TIME 4.08 4.08 4.17 4.17
ROUTED TO
+ RCCCA10C 30.08 1 FLOW 10506. 10351. 10228. 10115.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ ST01-C .25 1 FLOW 156. 153. 151. 150.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RST01-C .25 1 FLOW 155. 153. 151. 149.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ ST03-C .22 1 FLOW 131. 128. 127. 125.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CST03-C .47 1 FLOW 267. 263. 259. 256.
TIME 4.08 4.08 4.08 4.08
2 COMBINED AT
+ CCST03-C 30.55 1 FLOW 10772. 10612. 10486. 10370.
TIME 4.17 4.17 4.17 4.17
ROUTED TO
+ RCCST03C 30.55 1 FLOW 10740. 10566. 10427. 10314.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ CH70-C .26 1 FLOW 175. 173. 170. 169.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH73 .14 1 FLOW 153. 151. 149. 147.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCH73-C .40 1 FLOW 273. 268. 265. 262.
TIME 3.58 3.58 3.58 3.58
ROUTED TO
+ RCH73 .40 1 FLOW 275. 271. 267. 264.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH75-C .36 1 FLOW 218. 214. 211. 209.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCH75-C .76 1 FLOW 479. 471. 465. 460.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH76 .14 1 FLOW 115. 113. 112. 111.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH76 .89 1 FLOW 588. 579. 571. 565.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH76 .89 1 FLOW 578. 569. 567. 559.
TIME 3.92 3.92 3.83 3.92
HYDROGRAPH AT
+ CH77-C .45 1 FLOW 271. 267. 264. 261.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCH77-C 1.34 1 FLOW 849. 836. 828. 820.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCCH77-C 31.89 1 FLOW 11454. 11267. 11121. 11001.
TIME 4.17 4.17 4.17 4.17
ROUTED TO
+ RCCCH73 31.89 1 FLOW 11427. 11237. 11090. 10967.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ CH91-C .13 1 FLOW 128. 126. 125. 124.
TIME 3.67 3.67 3.67 3.67
ROUTED TO
+ RCH91-C .13 1 FLOW 129. 127. 126. 124.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH92-C .22 1 FLOW 165. 163. 160. 159.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH92-C .35 1 FLOW 286. 281. 278. 275.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCH92-C .35 1 FLOW 285. 281. 278. 274.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH93 .27 1 FLOW 180. 177. 175. 172.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCH93 .27 1 FLOW 180. 177. 174. 172.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CH94 .36 1 FLOW 161. 158. 155. 153.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCH94 .63 1 FLOW 340. 334. 329. 325.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCCH94 .98 1 FLOW 606. 596. 587. 580.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCCH94 .98 1 FLOW 601. 592. 583. 576.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ NEL06-C .32 1 FLOW 186. 183. 180. 178.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CNEL06 1.30 1 FLOW 781. 769. 758. 749.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCNEL06 33.20 1 FLOW 12092. 11892. 11736. 11607.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ DSAHARA .00 1 FLOW 2239. 2174. 2129. 2079.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RDSAHARA .00 1 FLOW 2219. 2152. 2107. 2059.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA10-2 .20 1 FLOW 119. 117. 116. 115.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ SA10-1 .28 1 FLOW 170. 168. 166. 164.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CSA10-1 .48 1 FLOW 289. 284. 281. 278.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA10-1 .48 1 FLOW 287. 284. 281. 277.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ CH50 .26 1 FLOW 180. 177. 175. 174.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCH50 .74 1 FLOW 462. 455. 449. 444.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCCH50 .74 1 FLOW 2664. 2595. 2544. 2494.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCCH50 .74 1 FLOW 2661. 2590. 2539. 2489.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CH51 .24 1 FLOW 167. 164. 163. 161.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCH51 .98 1 FLOW 2819. 2746. 2694. 2642.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCH51 .98 1 FLOW 2798. 2724. 2671. 2625.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR01A .18 1 FLOW 115. 113. 112. 111.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CFR01A 1.15 1 FLOW 2910. 2834. 2780. 2733.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCFR01A 1.15 1 FLOW 2870. 2795. 2740. 2690.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR02C .26 1 FLOW 159. 156. 154. 152.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR02C 1.41 1 FLOW 3002. 2925. 2868. 2817.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RFR02C 1.41 1 FLOW 2967. 2895. 2843. 2795.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ SA11 .40 1 FLOW 292. 288. 285. 282.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCSA11 .40 1 FLOW 288. 285. 282. 279.
TIME 3.92 3.92 4.00 4.00
HYDROGRAPH AT
+ SA13-CB .12 1 FLOW 101. 100. 98. 98.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CSA13-CB .51 1 FLOW 371. 366. 362. 358.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCSA13-C .51 1 FLOW 369. 365. 360. 357.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FR01B .07 1 FLOW 58. 57. 57. 56.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR01B .58 1 FLOW 416. 410. 406. 401.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFR01B .58 1 FLOW 415. 410. 405. 401.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA13-CC .11 1 FLOW 100. 99. 98. 97.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CSA13-CC .69 1 FLOW 501. 494. 489. 484.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCSA13-C .69 1 FLOW 499. 491. 486. 481.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ FR02A .11 1 FLOW 98. 96. 95. 94.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CFR02A .80 1 FLOW 580. 571. 565. 559.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCFR02A .80 1 FLOW 578. 570. 563. 557.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ FR02B .04 1 FLOW 37. 36. 35. 35.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CFR02B .84 1 FLOW 596. 587. 580. 574.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ SA14A .13 1 FLOW 115. 113. 111. 110.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CSA14A .97 1 FLOW 682. 671. 663. 656.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCSA14A .97 1 FLOW 678. 668. 660. 653.
TIME 3.75 3.83 3.83 3.83
HYDROGRAPH AT
+ SA13-CA .25 1 FLOW 158. 156. 154. 153.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RSA13-CA .25 1 FLOW 159. 157. 155. 154.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ FW40A .12 1 FLOW 78. 77. 76. 74.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CFW40A .36 1 FLOW 193. 190. 188. 186.
TIME 4.08 4.08 4.08 4.08
DIVERSION TO
+ DFW40AE .36 1 FLOW 158. 156. 154. 153.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ DFW40AN .36 1 FLOW 35. 34. 34. 34.
TIME 4.08 4.08 4.08 4.08
ROUTED TO
+ RDFW40AN .36 1 FLOW 35. 34. 34. 34.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ SA14B .06 1 FLOW 60. 59. 58. 57.
TIME 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CSA14B 1.39 1 FLOW 744. 732. 724. 716.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCSA14B 1.39 1 FLOW 740. 729. 720. 712.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ SA14C .06 1 FLOW 67. 66. 65. 64.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA14C 1.45 1 FLOW 786. 774. 765. 756.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCSA14C 1.45 1 FLOW 783. 771. 761. 753.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ SA16A .06 1 FLOW 57. 56. 56. 55.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA16A 1.51 1 FLOW 827. 814. 804. 795.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCSA16A 1.51 1 FLOW 824. 811. 801. 792.
TIME 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DFW40AE .00 1 FLOW 158. 156. 154. 153.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ FW41A .16 1 FLOW 89. 87. 86. 85.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFW41A .16 1 FLOW 228. 225. 222. 219.
TIME 3.92 3.92 3.92 3.92
DIVERSION TO
+ DFW41AE .16 1 FLOW 147. 144. 142. 140.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DFW41AN .16 1 FLOW 82. 80. 79. 78.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RDFW41AN .16 1 FLOW 82. 80. 79. 78.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA16B .06 1 FLOW 54. 53. 52. 52.
TIME 3.58 3.58 3.58 3.58
4 COMBINED AT
+ CSA16B 3.14 1 FLOW 3785. 3697. 3629. 3569.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA16B 3.14 1 FLOW 3773. 3685. 3616. 3557.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA16C .06 1 FLOW 63. 62. 62. 61.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA16C 3.21 1 FLOW 3797. 3709. 3639. 3581.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR03-B .06 1 FLOW 63. 62. 62. 61.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CFR03B 3.27 1 FLOW 3821. 3732. 3663. 3604.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCFR03B 3.27 1 FLOW 3807. 3719. 3649. 3590.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ CH52-C .31 1 FLOW 261. 258. 255. 253.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH52 .31 1 FLOW 259. 256. 253. 251.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH56-A .14 1 FLOW 112. 110. 109. 108.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH56A .45 1 FLOW 368. 363. 359. 355.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH56A .45 1 FLOW 368. 363. 359. 355.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH56-B .24 1 FLOW 151. 149. 147. 145.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DFLAM .00 1 FLOW 26. 23. 20. 18.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RDFLAM .00 1 FLOW 26. 22. 16. 14.
TIME 4.08 4.08 4.17 4.17
HYDROGRAPH AT
+ CH60-A .38 1 FLOW 267. 263. 260. 257.
TIME 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCH60A .38 1 FLOW 267. 263. 260. 257.
TIME 3.83 3.83 3.83 3.83
3 COMBINED AT
+ CCH56B 1.07 1 FLOW 783. 772. 763. 755.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH56B 1.07 1 FLOW 781. 770. 760. 752.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH63-A .11 1 FLOW 95. 94. 93. 91.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CCH63A 1.18 1 FLOW 853. 841. 831. 822.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH63A 1.18 1 FLOW 849. 837. 827. 818.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH63-B .15 1 FLOW 155. 153. 151. 149.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCH63B 1.34 1 FLOW 930. 916. 906. 896.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH63B 1.34 1 FLOW 928. 915. 903. 894.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH68-A .29 1 FLOW 213. 209. 207. 204.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH68A 1.63 1 FLOW 1137. 1120. 1106. 1095.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH68A 1.63 1 FLOW 1136. 1119. 1104. 1093.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH67-A .33 1 FLOW 199. 195. 192. 190.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH67A 1.96 1 FLOW 1332. 1311. 1294. 1280.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH67A 1.96 1 FLOW 1326. 1301. 1288. 1270.
TIME 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH64-A .30 1 FLOW 177. 174. 172. 170.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCH64-A .30 1 FLOW 178. 175. 173. 171.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ FR04-A .25 1 FLOW 171. 168. 166. 164.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR04A .55 1 FLOW 284. 279. 275. 271.
TIME 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCFR04A 2.52 1 FLOW 1585. 1555. 1538. 1517.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCFR04A 2.52 1 FLOW 1578. 1553. 1532. 1513.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FR03-A .23 1 FLOW 130. 128. 126. 124.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR03A 2.75 1 FLOW 1699. 1670. 1648. 1627.
TIME 3.83 3.92 3.83 3.92
ROUTED TO
+ RCFR03A 2.75 1 FLOW 1697. 1668. 1647. 1626.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ FR03-C .04 1 FLOW 34. 34. 33. 33.
TIME 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CCFR03 6.06 1 FLOW 5457. 5344. 5253. 5176.
TIME 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 5.00 114.61 235.00 .70 5.00 114.61 235.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1217E+02 EXCESS= .0000E+00 OUTFLOW= .1217E+02 BASIN STORAGE= .2073E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 5.00 111.64 235.00 .69 5.00 111.64 235.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1187E+02 EXCESS= .0000E+00 OUTFLOW= .1188E+02 BASIN STORAGE= .2048E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 5.00 109.28 235.00 .67 5.00 109.28 235.00 .67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1164E+02 EXCESS= .0000E+00 OUTFLOW= .1164E+02 BASIN STORAGE= .2028E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFW1 MANE 5.00 107.22 235.00 .66 5.00 107.22 235.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+02 EXCESS= .0000E+00 OUTFLOW= .1144E+02 BASIN STORAGE= .2011E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 213.79 240.00 .77 5.00 213.79 240.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2321E+02 BASIN STORAGE= .1671E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 208.60 240.00 .75 5.00 208.60 240.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2267E+02 EXCESS= .0000E+00 OUTFLOW= .2267E+02 BASIN STORAGE= .1653E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 204.46 240.00 .74 5.00 204.46 240.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2224E+02 EXCESS= .0000E+00 OUTFLOW= .2224E+02 BASIN STORAGE= .1638E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW2 MANE 5.00 200.84 240.00 .73 5.00 200.84 240.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2186E+02 EXCESS= .0000E+00 OUTFLOW= .2187E+02 BASIN STORAGE= .1626E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.94 367.31 241.82 1.00 5.00 366.60 240.00 1.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4374E+02 EXCESS= .0000E+00 OUTFLOW= .4375E+02 BASIN STORAGE= .6556E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 4.98 362.47 238.96 .98 5.00 360.64 240.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4286E+02 EXCESS= .0000E+00 OUTFLOW= .4288E+02 BASIN STORAGE= .6687E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 5.00 358.66 240.00 .96 5.00 358.66 240.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4217E+02 EXCESS= .0000E+00 OUTFLOW= .4218E+02 BASIN STORAGE= .5855E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCFW3 MANE 5.00 353.13 240.00 .95 5.00 353.13 240.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4156E+02 EXCESS= .0000E+00 OUTFLOW= .4157E+02 BASIN STORAGE= .5821E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.22 478.87 239.95 .45 5.00 478.82 240.00 .45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3228E+02 EXCESS= .0000E+00 OUTFLOW= .3228E+02 BASIN STORAGE= .1870E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.23 467.53 239.71 .43 5.00 467.41 240.00 .43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3109E+02 EXCESS= .0000E+00 OUTFLOW= .3109E+02 BASIN STORAGE= .2371E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.24 461.40 239.71 .42 5.00 461.30 240.00 .42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3018E+02 EXCESS= .0000E+00 OUTFLOW= .3019E+02 BASIN STORAGE= .1741E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW5 MANE 1.25 452.47 240.35 .41 5.00 452.16 240.00 .41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2936E+02 EXCESS= .0000E+00 OUTFLOW= .2936E+02 BASIN STORAGE= .1581E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 72.71 255.00 1.24 5.00 72.71 255.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8293E+01 EXCESS= .0000E+00 OUTFLOW= .8300E+01 BASIN STORAGE= .3898E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 71.43 255.00 1.21 5.00 71.43 255.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8140E+01 EXCESS= .0000E+00 OUTFLOW= .8146E+01 BASIN STORAGE= .5324E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 70.42 255.00 1.19 5.00 70.42 255.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8018E+01 EXCESS= .0000E+00 OUTFLOW= .8024E+01 BASIN STORAGE= .5289E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EA MANE 5.00 69.52 255.00 1.18 5.00 69.52 255.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7911E+01 EXCESS= .0000E+00 OUTFLOW= .7917E+01 BASIN STORAGE= .5206E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 1.99 702.31 240.41 .71 5.00 701.31 240.00 .71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6589E+02 EXCESS= .0000E+00 OUTFLOW= .6588E+02 BASIN STORAGE= .3346E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 2.00 686.94 240.53 .69 5.00 685.75 240.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6416E+02 EXCESS= .0000E+00 OUTFLOW= .6416E+02 BASIN STORAGE= .3015E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 2.02 678.26 241.83 .68 5.00 677.13 240.00 .68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6284E+02 EXCESS= .0000E+00 OUTFLOW= .6283E+02 BASIN STORAGE= .3193E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 2.03 666.12 241.51 .66 5.00 664.61 240.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6163E+02 EXCESS= .0000E+00 OUTFLOW= .6162E+02 BASIN STORAGE= .3188E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 147.70 235.00 1.00 5.00 147.70 235.00 1.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+02 EXCESS= .0000E+00 OUTFLOW= .1415E+02 BASIN STORAGE= .2972E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 144.70 235.00 .98 5.00 144.70 235.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1385E+02 EXCESS= .0000E+00 OUTFLOW= .1386E+02 BASIN STORAGE= .2884E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 142.31 235.00 .97 5.00 142.31 235.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1362E+02 EXCESS= .0000E+00 OUTFLOW= .1363E+02 BASIN STORAGE= .2862E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCE2EC MANE 5.00 140.21 235.00 .95 5.00 140.21 235.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1342E+02 EXCESS= .0000E+00 OUTFLOW= .1342E+02 BASIN STORAGE= .2760E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 169.67 245.00 .56 5.00 169.67 245.00 .56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1713E+02 EXCESS= .0000E+00 OUTFLOW= .1714E+02 BASIN STORAGE= .3177E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 165.91 245.00 .55 5.00 165.91 245.00 .55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1681E+02 EXCESS= .0000E+00 OUTFLOW= .1681E+02 BASIN STORAGE= .3073E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 162.90 245.00 .54 5.00 162.90 245.00 .54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1655E+02 EXCESS= .0000E+00 OUTFLOW= .1655E+02 BASIN STORAGE= .3054E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCCE2ED MANE 5.00 160.27 245.00 .53 5.00 160.27 245.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+02 EXCESS= .0000E+00 OUTFLOW= .1633E+02 BASIN STORAGE= .3007E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .39 1105.78 240.27 .82 5.00 1105.51 240.00 .82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1167E+03 EXCESS= .0000E+00 OUTFLOW= .1167E+03 BASIN STORAGE= .7117E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .39 1082.86 240.32 .80 5.00 1082.77 240.00 .80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1142E+03 EXCESS= .0000E+00 OUTFLOW= .1142E+03 BASIN STORAGE= .7185E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .40 1068.54 240.03 .79 5.00 1068.33 240.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1122E+03 EXCESS= .0000E+00 OUTFLOW= .1122E+03 BASIN STORAGE= .7169E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .40 1050.86 240.05 .77 5.00 1050.58 240.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1104E+03 EXCESS= .0000E+00 OUTFLOW= .1104E+03 BASIN STORAGE= .7230E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.23 233.69 229.85 1.14 5.00 233.43 230.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2481E+02 EXCESS= .0000E+00 OUTFLOW= .2481E+02 BASIN STORAGE= .2670E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.24 229.53 228.49 1.12 5.00 228.16 230.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2434E+02 EXCESS= .0000E+00 OUTFLOW= .2433E+02 BASIN STORAGE= .2824E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.25 226.46 229.20 1.10 5.00 225.11 230.00 1.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2395E+02 EXCESS= .0000E+00 OUTFLOW= .2395E+02 BASIN STORAGE= .3037E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPS01-C MANE 2.25 222.87 229.84 1.09 5.00 222.60 230.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2362E+02 EXCESS= .0000E+00 OUTFLOW= .2362E+02 BASIN STORAGE= .2587E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 148.62 240.00 1.18 5.00 148.62 240.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1592E+02 EXCESS= .0000E+00 OUTFLOW= .1592E+02 BASIN STORAGE= .2531E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 145.90 240.00 1.15 5.00 145.90 240.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1562E+02 EXCESS= .0000E+00 OUTFLOW= .1562E+02 BASIN STORAGE= .2508E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 143.72 240.00 1.14 5.00 143.72 240.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1537E+02 EXCESS= .0000E+00 OUTFLOW= .1538E+02 BASIN STORAGE= .2489E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RED01 MANE 5.00 141.82 240.00 1.12 5.00 141.82 240.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1516E+02 EXCESS= .0000E+00 OUTFLOW= .1517E+02 BASIN STORAGE= .2472E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 290.45 235.00 1.30 5.00 290.45 235.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3053E+02 EXCESS= .0000E+00 OUTFLOW= .3054E+02 BASIN STORAGE= .2567E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 285.40 235.00 1.28 5.00 285.40 235.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2999E+02 EXCESS= .0000E+00 OUTFLOW= .2999E+02 BASIN STORAGE= .2544E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 281.37 235.00 1.26 5.00 281.37 235.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2955E+02 EXCESS= .0000E+00 OUTFLOW= .2956E+02 BASIN STORAGE= .2526E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED12 MANE 5.00 277.84 235.00 1.24 5.00 277.84 235.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2917E+02 EXCESS= .0000E+00 OUTFLOW= .2918E+02 BASIN STORAGE= .2510E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.47 433.72 235.29 1.40 5.00 433.22 235.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4836E+02 EXCESS= .0000E+00 OUTFLOW= .4836E+02 BASIN STORAGE= .2018E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.48 426.48 235.38 1.38 5.00 425.86 235.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4753E+02 EXCESS= .0000E+00 OUTFLOW= .4753E+02 BASIN STORAGE= .1948E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.49 420.72 235.16 1.36 5.00 420.39 235.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4687E+02 EXCESS= .0000E+00 OUTFLOW= .4687E+02 BASIN STORAGE= .1976E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED13 MANE 1.50 415.66 236.29 1.34 5.00 415.25 235.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4629E+02 EXCESS= .0000E+00 OUTFLOW= .4629E+02 BASIN STORAGE= .2055E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.12 765.83 236.35 1.34 5.00 762.92 235.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8703E+02 EXCESS= .0000E+00 OUTFLOW= .8702E+02 BASIN STORAGE= .1920E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.13 752.43 235.76 1.32 5.00 749.26 235.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8550E+02 EXCESS= .0000E+00 OUTFLOW= .8550E+02 BASIN STORAGE= .1831E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.13 742.59 235.92 1.30 5.00 739.14 235.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8428E+02 EXCESS= .0000E+00 OUTFLOW= .8428E+02 BASIN STORAGE= .1972E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED02 MANE 1.14 733.43 235.97 1.29 5.00 729.95 235.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8322E+02 EXCESS= .0000E+00 OUTFLOW= .8321E+02 BASIN STORAGE= .1856E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 5.00 200.91 235.00 -1.00 5.00 200.91 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 5.00 198.25 235.00 -1.00 5.00 198.25 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 5.00 196.12 235.00 -1.00 5.00 196.12 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDPS03 MANE 5.00 194.25 235.00 -1.00 5.00 194.25 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.34 1276.33 233.98 1.56 5.00 1275.89 235.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1509E+03 EXCESS= .0000E+00 OUTFLOW= .1509E+03 BASIN STORAGE= .4856E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.36 1256.31 235.60 1.53 5.00 1253.98 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1483E+03 EXCESS= .0000E+00 OUTFLOW= .1483E+03 BASIN STORAGE= .5598E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.37 1240.16 234.50 1.51 5.00 1239.09 235.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1462E+03 EXCESS= .0000E+00 OUTFLOW= .1462E+03 BASIN STORAGE= .5152E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS03 MANE 2.38 1224.76 235.60 1.49 5.00 1222.07 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1443E+03 EXCESS= .0000E+00 OUTFLOW= .1443E+03 BASIN STORAGE= .5106E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE 1.03 2595.22 236.57 1.15 5.00 2578.25 235.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3003E+03 EXCESS= .0000E+00 OUTFLOW= .3003E+03 BASIN STORAGE= .2853E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE 1.04 2548.89 236.28 1.13 5.00 2529.69 235.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2945E+03 EXCESS= .0000E+00 OUTFLOW= .2945E+03 BASIN STORAGE= .2707E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE 1.04 2513.79 236.52 1.12 5.00 2495.45 235.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2901E+03 EXCESS= .0000E+00 OUTFLOW= .2901E+03 BASIN STORAGE= .2696E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE 1.05 2476.53 236.86 1.10 5.00 2458.99 235.00 1.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2860E+03 EXCESS= .0000E+00 OUTFLOW= .2860E+03 BASIN STORAGE= .2637E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.15 229.95 1.51 5.00 140.13 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2049E+02 EXCESS= .0000E+00 OUTFLOW= .2049E+02 BASIN STORAGE= .2417E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.18 229.95 1.49 5.00 140.16 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2025E+02 EXCESS= .0000E+00 OUTFLOW= .2025E+02 BASIN STORAGE= .2394E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 140.13 229.95 1.47 5.00 140.11 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2006E+02 EXCESS= .0000E+00 OUTFLOW= .2006E+02 BASIN STORAGE= .2375E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSPM MANE 2.28 139.00 230.25 1.46 5.00 138.93 230.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1988E+02 EXCESS= .0000E+00 OUTFLOW= .1988E+02 BASIN STORAGE= .2784E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.09 357.64 231.58 1.66 5.00 356.45 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4741E+02 EXCESS= .0000E+00 OUTFLOW= .4741E+02 BASIN STORAGE= .1075E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.09 355.06 232.19 1.64 5.00 353.33 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4678E+02 EXCESS= .0000E+00 OUTFLOW= .4678E+02 BASIN STORAGE= .1150E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.10 351.85 232.70 1.62 5.00 350.16 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4627E+02 EXCESS= .0000E+00 OUTFLOW= .4627E+02 BASIN STORAGE= .1001E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FD MANE 2.10 348.24 231.28 1.60 5.00 347.03 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4582E+02 EXCESS= .0000E+00 OUTFLOW= .4581E+02 BASIN STORAGE= .1100E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .87 2927.70 235.81 1.20 5.00 2912.29 235.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3478E+03 EXCESS= .0000E+00 OUTFLOW= .3478E+03 BASIN STORAGE= .2381E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .87 2875.73 236.63 1.18 5.00 2859.76 235.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3414E+03 EXCESS= .0000E+00 OUTFLOW= .3414E+03 BASIN STORAGE= .2385E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .88 2839.83 236.09 1.17 5.00 2822.17 235.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3365E+03 EXCESS= .0000E+00 OUTFLOW= .3365E+03 BASIN STORAGE= .2531E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .88 2799.85 236.55 1.15 5.00 2783.19 240.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3320E+03 EXCESS= .0000E+00 OUTFLOW= .3320E+03 BASIN STORAGE= .2359E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 4.07 286.15 240.08 1.57 5.00 286.14 240.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3682E+02 EXCESS= .0000E+00 OUTFLOW= .3682E+02 BASIN STORAGE= .1090E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 4.08 281.73 236.92 1.54 5.00 280.50 240.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3622E+02 EXCESS= .0000E+00 OUTFLOW= .3623E+02 BASIN STORAGE= .9037E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 4.10 278.92 237.66 1.52 5.00 276.69 240.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3575E+02 EXCESS= .0000E+00 OUTFLOW= .3575E+02 BASIN STORAGE= .1120E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RED05-C MANE 4.11 276.72 238.32 1.50 5.00 274.17 240.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3534E+02 EXCESS= .0000E+00 OUTFLOW= .3534E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .71 3294.48 235.74 1.24 5.00 3278.19 235.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4005E+03 EXCESS= .0000E+00 OUTFLOW= .4005E+03 BASIN STORAGE= .2060E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .72 3235.94 236.00 1.22 5.00 3218.39 235.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3933E+03 EXCESS= .0000E+00 OUTFLOW= .3933E+03 BASIN STORAGE= .2040E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .72 3194.77 235.77 1.21 5.00 3178.19 235.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3877E+03 EXCESS= .0000E+00 OUTFLOW= .3877E+03 BASIN STORAGE= .2003E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .72 3151.76 236.34 1.19 5.00 3137.96 240.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3826E+03 EXCESS= .0000E+00 OUTFLOW= .3826E+03 BASIN STORAGE= .2154E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .81 3409.42 235.93 1.26 5.00 3391.27 235.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4183E+03 EXCESS= .0000E+00 OUTFLOW= .4183E+03 BASIN STORAGE= .2356E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .82 3347.73 236.03 1.23 5.00 3328.90 235.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4108E+03 EXCESS= .0000E+00 OUTFLOW= .4108E+03 BASIN STORAGE= .2529E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .82 3305.37 236.39 1.22 5.00 3286.89 235.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4050E+03 EXCESS= .0000E+00 OUTFLOW= .4050E+03 BASIN STORAGE= .2369E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .83 3260.88 236.05 1.20 5.00 3244.93 240.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3996E+03 EXCESS= .0000E+00 OUTFLOW= .3996E+03 BASIN STORAGE= .2454E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.75 163.52 232.81 1.77 5.00 163.28 230.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1914E+02 EXCESS= .0000E+00 OUTFLOW= .1915E+02 BASIN STORAGE= .4326E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.78 163.30 229.34 1.75 5.00 162.85 230.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1889E+02 EXCESS= .0000E+00 OUTFLOW= .1890E+02 BASIN STORAGE= .4852E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.80 161.77 230.39 1.72 5.00 161.13 230.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1866E+02 EXCESS= .0000E+00 OUTFLOW= .1867E+02 BASIN STORAGE= .4287E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA06-C MANE 4.82 159.30 231.32 1.70 5.00 157.91 230.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1844E+02 EXCESS= .0000E+00 OUTFLOW= .1845E+02 BASIN STORAGE= .5271E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1457.81 229.10 .61 5.00 1452.62 230.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2180E+03 EXCESS= .0000E+00 OUTFLOW= .2181E+03 BASIN STORAGE= .4438E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1458.38 229.10 .61 5.00 1452.77 230.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2152E+03 EXCESS= .0000E+00 OUTFLOW= .2152E+03 BASIN STORAGE= .5047E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1458.82 229.10 .60 5.00 1452.89 230.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2130E+03 EXCESS= .0000E+00 OUTFLOW= .2130E+03 BASIN STORAGE= .5034E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1459.22 229.10 .59 5.00 1452.99 230.00 .59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2110E+03 EXCESS= .0000E+00 OUTFLOW= .2110E+03 BASIN STORAGE= .5021E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 5.00 119.64 235.00 1.59 5.00 119.64 235.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1424E+02 EXCESS= .0000E+00 OUTFLOW= .1425E+02 BASIN STORAGE= .1099E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 5.00 117.84 235.00 1.56 5.00 117.84 235.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1402E+02 EXCESS= .0000E+00 OUTFLOW= .1402E+02 BASIN STORAGE= .1089E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 5.00 116.40 235.00 1.54 5.00 116.40 235.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1383E+02 EXCESS= .0000E+00 OUTFLOW= .1384E+02 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH14-C MANE 5.00 115.14 235.00 1.53 5.00 115.14 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1368E+02 EXCESS= .0000E+00 OUTFLOW= .1368E+02 BASIN STORAGE= .1073E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.25 340.20 240.46 1.60 5.00 339.94 240.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4654E+02 EXCESS= .0000E+00 OUTFLOW= .4654E+02 BASIN STORAGE= .1451E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.26 335.05 240.65 1.58 5.00 334.80 240.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4580E+02 EXCESS= .0000E+00 OUTFLOW= .4580E+02 BASIN STORAGE= .1519E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.27 331.02 240.57 1.56 5.00 330.73 240.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4521E+02 EXCESS= .0000E+00 OUTFLOW= .4521E+02 BASIN STORAGE= .1504E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK09-C MANE 1.27 327.54 240.34 1.54 5.00 327.27 240.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4470E+02 EXCESS= .0000E+00 OUTFLOW= .4470E+02 BASIN STORAGE= .1519E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.44 537.12 236.55 1.57 5.00 536.54 235.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7139E+02 EXCESS= .0000E+00 OUTFLOW= .7139E+02 BASIN STORAGE= .3598E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.45 529.72 235.57 1.55 5.00 528.56 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7025E+02 EXCESS= .0000E+00 OUTFLOW= .7025E+02 BASIN STORAGE= .3388E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.47 522.23 236.74 1.53 5.00 521.83 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6932E+02 EXCESS= .0000E+00 OUTFLOW= .6933E+02 BASIN STORAGE= .3331E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK10 MANE 2.48 517.85 235.28 1.51 5.00 517.12 235.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6854E+02 EXCESS= .0000E+00 OUTFLOW= .6854E+02 BASIN STORAGE= .3353E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.73 2168.12 237.06 .75 5.00 2163.76 240.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3137E+03 EXCESS= .0000E+00 OUTFLOW= .3137E+03 BASIN STORAGE= .4407E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.73 2156.94 237.54 .74 5.00 2153.10 240.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3094E+03 EXCESS= .0000E+00 OUTFLOW= .3093E+03 BASIN STORAGE= .4299E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.74 2147.58 237.94 .73 5.00 2144.42 240.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3058E+03 EXCESS= .0000E+00 OUTFLOW= .3058E+03 BASIN STORAGE= .4522E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.74 2141.06 236.50 .73 5.00 2138.43 240.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3028E+03 EXCESS= .0000E+00 OUTFLOW= .3028E+03 BASIN STORAGE= .4297E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 151.17 230.00 1.37 5.00 151.17 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1523E+02 EXCESS= .0000E+00 OUTFLOW= .1523E+02 BASIN STORAGE= .1950E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 148.56 230.00 1.34 5.00 148.56 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1496E+02 EXCESS= .0000E+00 OUTFLOW= .1497E+02 BASIN STORAGE= .1933E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 146.47 230.00 1.32 5.00 146.47 230.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1475E+02 EXCESS= .0000E+00 OUTFLOW= .1476E+02 BASIN STORAGE= .1919E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWAL1 MANE 5.00 144.65 230.00 1.31 5.00 144.65 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1457E+02 EXCESS= .0000E+00 OUTFLOW= .1457E+02 BASIN STORAGE= .1907E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.94 2439.23 236.36 .78 5.00 2433.26 235.00 .78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3445E+03 EXCESS= .0000E+00 OUTFLOW= .3444E+03 BASIN STORAGE= .5494E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.94 2423.93 237.00 .77 5.00 2417.22 235.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3396E+03 EXCESS= .0000E+00 OUTFLOW= .3395E+03 BASIN STORAGE= .5449E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.95 2409.57 237.49 .76 5.00 2401.44 235.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3356E+03 EXCESS= .0000E+00 OUTFLOW= .3355E+03 BASIN STORAGE= .4922E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.95 2398.77 237.88 .75 5.00 2390.61 235.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3322E+03 EXCESS= .0000E+00 OUTFLOW= .3321E+03 BASIN STORAGE= .5362E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 189.29 235.00 1.57 5.00 189.29 235.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1978E+02 EXCESS= .0000E+00 OUTFLOW= .1979E+02 BASIN STORAGE= .2466E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 186.47 235.00 1.54 5.00 186.47 235.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1947E+02 EXCESS= .0000E+00 OUTFLOW= .1948E+02 BASIN STORAGE= .2446E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 184.21 235.00 1.52 5.00 184.21 235.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1921E+02 EXCESS= .0000E+00 OUTFLOW= .1922E+02 BASIN STORAGE= .2429E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH15-C MANE 5.00 182.23 235.00 1.50 5.00 182.23 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1899E+02 EXCESS= .0000E+00 OUTFLOW= .1900E+02 BASIN STORAGE= .2415E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .46 391.42 230.13 1.52 5.00 391.12 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4259E+02 EXCESS= .0000E+00 OUTFLOW= .4259E+02 BASIN STORAGE= .5521E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .46 385.33 230.23 1.49 5.00 384.88 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4189E+02 EXCESS= .0000E+00 OUTFLOW= .4189E+02 BASIN STORAGE= .5542E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .46 380.54 230.50 1.47 5.00 380.03 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4133E+02 EXCESS= .0000E+00 OUTFLOW= .4133E+02 BASIN STORAGE= .5701E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH18-C MANE .46 375.96 230.17 1.45 5.00 375.58 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4084E+02 EXCESS= .0000E+00 OUTFLOW= .4084E+02 BASIN STORAGE= .5722E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 119.11 245.00 .64 5.00 119.11 245.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1474E+02 EXCESS= .0000E+00 OUTFLOW= .1473E+02 BASIN STORAGE= .1779E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 116.77 245.00 .63 5.00 116.77 245.00 .63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1444E+02 EXCESS= .0000E+00 OUTFLOW= .1444E+02 BASIN STORAGE= .1760E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 114.91 245.00 .62 5.00 114.91 245.00 .62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1421E+02 EXCESS= .0000E+00 OUTFLOW= .1420E+02 BASIN STORAGE= .1744E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL92 MANE 5.00 113.29 245.00 .61 5.00 113.29 245.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1400E+02 EXCESS= .0000E+00 OUTFLOW= .1400E+02 BASIN STORAGE= .1730E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .88 205.02 235.15 .78 5.00 204.95 235.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2599E+02 EXCESS= .0000E+00 OUTFLOW= .2599E+02 BASIN STORAGE= .8626E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .89 200.93 235.27 .77 5.00 200.80 235.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2548E+02 EXCESS= .0000E+00 OUTFLOW= .2548E+02 BASIN STORAGE= .8734E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .90 197.69 235.93 .76 5.00 197.57 235.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2506E+02 EXCESS= .0000E+00 OUTFLOW= .2506E+02 BASIN STORAGE= .8801E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL95-C MANE .90 194.82 235.50 .75 5.00 194.61 235.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2470E+02 EXCESS= .0000E+00 OUTFLOW= .2470E+02 BASIN STORAGE= .8426E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 2.12 589.69 232.99 1.12 5.00 583.18 235.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6861E+02 EXCESS= .0000E+00 OUTFLOW= .6861E+02 BASIN STORAGE= .3100E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 2.13 579.71 232.52 1.10 5.00 573.59 235.00 1.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6739E+02 EXCESS= .0000E+00 OUTFLOW= .6739E+02 BASIN STORAGE= .3196E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 2.15 570.18 233.85 1.08 5.00 564.82 235.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6642E+02 EXCESS= .0000E+00 OUTFLOW= .6642E+02 BASIN STORAGE= .3013E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH18C MANE 2.16 564.09 232.89 1.07 5.00 558.67 235.00 1.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6557E+02 EXCESS= .0000E+00 OUTFLOW= .6557E+02 BASIN STORAGE= .3472E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.47 3175.99 236.95 .85 5.00 3157.73 235.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4359E+03 EXCESS= .0000E+00 OUTFLOW= .4358E+03 BASIN STORAGE= .7015E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.48 3148.21 237.79 .83 5.00 3128.62 240.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4295E+03 EXCESS= .0000E+00 OUTFLOW= .4294E+03 BASIN STORAGE= .6987E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.49 3117.51 238.59 .82 5.00 3102.90 240.00 .82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4242E+03 EXCESS= .0000E+00 OUTFLOW= .4242E+03 BASIN STORAGE= .7464E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.49 3099.43 236.66 .81 5.00 3086.36 240.00 .81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4198E+03 EXCESS= .0000E+00 OUTFLOW= .4197E+03 BASIN STORAGE= .8036E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 2.02 3280.78 238.10 .86 5.00 3276.53 240.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4537E+03 EXCESS= .0000E+00 OUTFLOW= .4536E+03 BASIN STORAGE= .5859E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 2.03 3250.60 239.05 .85 5.00 3244.35 240.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4471E+03 EXCESS= .0000E+00 OUTFLOW= .4470E+03 BASIN STORAGE= .6569E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 2.03 3219.42 240.02 .84 5.00 3219.41 240.00 .84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4416E+03 EXCESS= .0000E+00 OUTFLOW= .4415E+03 BASIN STORAGE= .6415E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 2.04 3200.02 238.60 .83 5.00 3196.84 240.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4369E+03 EXCESS= .0000E+00 OUTFLOW= .4369E+03 BASIN STORAGE= .6384E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 75.92 260.00 -1.00 5.00 75.92 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 74.46 260.00 -1.00 5.00 74.46 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 73.30 260.00 -1.00 5.00 73.30 260.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL93 MANE 5.00 72.28 260.00 -1.00 5.00 72.28 260.00 -1.00
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.76 242.12 228.41 1.26 5.00 238.48 230.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2440E+02 EXCESS= .0000E+00 OUTFLOW= .2440E+02 BASIN STORAGE= .9643E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.78 239.00 229.44 1.24 5.00 237.19 230.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2398E+02 EXCESS= .0000E+00 OUTFLOW= .2399E+02 BASIN STORAGE= .1247E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.80 234.15 230.28 1.22 5.00 233.96 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2361E+02 EXCESS= .0000E+00 OUTFLOW= .2362E+02 BASIN STORAGE= .1035E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.81 228.65 231.02 1.21 5.00 228.65 230.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+02 EXCESS= .0000E+00 OUTFLOW= .2328E+02 BASIN STORAGE= .1432E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 451.48 230.00 1.28 5.00 451.48 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4608E+02 EXCESS= .0000E+00 OUTFLOW= .4609E+02 BASIN STORAGE= .1645E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 446.98 230.00 1.26 5.00 446.98 230.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4531E+02 EXCESS= .0000E+00 OUTFLOW= .4532E+02 BASIN STORAGE= .1617E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 438.46 230.00 1.24 5.00 438.46 230.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4463E+02 EXCESS= .0000E+00 OUTFLOW= .4464E+02 BASIN STORAGE= .1548E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 430.47 230.00 1.22 5.00 430.47 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4399E+02 EXCESS= .0000E+00 OUTFLOW= .4400E+02 BASIN STORAGE= .1558E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .76 589.26 230.30 1.33 5.00 588.46 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6257E+02 EXCESS= .0000E+00 OUTFLOW= .6257E+02 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .76 582.97 230.58 1.30 5.00 581.62 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6152E+02 EXCESS= .0000E+00 OUTFLOW= .6152E+02 BASIN STORAGE= .1102E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .77 573.00 230.67 1.28 5.00 571.63 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6063E+02 EXCESS= .0000E+00 OUTFLOW= .6063E+02 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .77 563.52 230.67 1.27 5.00 562.28 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5980E+02 EXCESS= .0000E+00 OUTFLOW= .5980E+02 BASIN STORAGE= .1084E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.38 841.80 227.13 1.27 5.00 837.65 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8938E+02 EXCESS= .0000E+00 OUTFLOW= .8938E+02 BASIN STORAGE= .2359E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.39 828.06 227.36 1.25 5.00 826.00 230.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8782E+02 EXCESS= .0000E+00 OUTFLOW= .8782E+02 BASIN STORAGE= .2505E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.40 814.75 227.45 1.23 5.00 812.36 230.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8651E+02 EXCESS= .0000E+00 OUTFLOW= .8652E+02 BASIN STORAGE= .2279E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.40 802.77 227.34 1.21 5.00 800.13 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8533E+02 EXCESS= .0000E+00 OUTFLOW= .8533E+02 BASIN STORAGE= .2295E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.02 251.32 226.20 1.52 5.00 249.95 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2679E+02 EXCESS= .0000E+00 OUTFLOW= .2678E+02 BASIN STORAGE= .2755E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.03 248.42 226.91 1.49 5.00 246.40 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2635E+02 EXCESS= .0000E+00 OUTFLOW= .2634E+02 BASIN STORAGE= .2907E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.03 244.87 227.49 1.47 5.00 242.77 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2599E+02 EXCESS= .0000E+00 OUTFLOW= .2599E+02 BASIN STORAGE= .2533E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.04 241.51 228.00 1.46 5.00 240.01 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2569E+02 EXCESS= .0000E+00 OUTFLOW= .2569E+02 BASIN STORAGE= .2815E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.50 395.00 .53 5.00 30.50 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5375E+02 EXCESS= .0000E+00 OUTFLOW= .5319E+02 BASIN STORAGE= .5661E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.37 395.00 .53 5.00 30.37 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5346E+02 EXCESS= .0000E+00 OUTFLOW= .5290E+02 BASIN STORAGE= .5635E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.26 395.00 .52 5.00 30.26 395.00 .52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5320E+02 EXCESS= .0000E+00 OUTFLOW= .5265E+02 BASIN STORAGE= .5608E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.16 395.00 .52 5.00 30.16 395.00 .52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5298E+02 EXCESS= .0000E+00 OUTFLOW= .5242E+02 BASIN STORAGE= .5583E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 236.20 235.00 1.84 5.00 236.20 235.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2585E+02 EXCESS= .0000E+00 OUTFLOW= .2586E+02 BASIN STORAGE= .3162E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 233.04 235.00 1.82 5.00 233.04 235.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2547E+02 EXCESS= .0000E+00 OUTFLOW= .2549E+02 BASIN STORAGE= .3139E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 230.51 235.00 1.80 5.00 230.51 235.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2517E+02 EXCESS= .0000E+00 OUTFLOW= .2519E+02 BASIN STORAGE= .3121E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 228.29 235.00 1.78 5.00 228.29 235.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2491E+02 EXCESS= .0000E+00 OUTFLOW= .2493E+02 BASIN STORAGE= .3039E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.39 364.53 231.39 1.80 5.00 359.77 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4205E+02 EXCESS= .0000E+00 OUTFLOW= .4205E+02 BASIN STORAGE= .1779E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.39 359.15 231.33 1.77 5.00 354.77 235.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4144E+02 EXCESS= .0000E+00 OUTFLOW= .4144E+02 BASIN STORAGE= .1719E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.40 354.64 232.41 1.75 5.00 351.07 235.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4094E+02 EXCESS= .0000E+00 OUTFLOW= .4094E+02 BASIN STORAGE= .1822E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.41 351.28 231.96 1.73 5.00 347.50 235.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4051E+02 EXCESS= .0000E+00 OUTFLOW= .4051E+02 BASIN STORAGE= .1657E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 144.64 235.00 1.55 5.00 144.64 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1438E+02 EXCESS= .0000E+00 OUTFLOW= .1439E+02 BASIN STORAGE= .3362E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 142.47 235.00 1.53 5.00 142.47 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+02 EXCESS= .0000E+00 OUTFLOW= .1415E+02 BASIN STORAGE= .3336E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 140.73 235.00 1.50 5.00 140.73 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1396E+02 EXCESS= .0000E+00 OUTFLOW= .1397E+02 BASIN STORAGE= .3314E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 139.21 235.00 1.49 5.00 139.21 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1379E+02 EXCESS= .0000E+00 OUTFLOW= .1380E+02 BASIN STORAGE= .3295E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .95 697.67 230.90 1.61 5.00 693.63 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8003E+02 EXCESS= .0000E+00 OUTFLOW= .8003E+02 BASIN STORAGE= .1449E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .96 685.85 231.40 1.58 5.00 682.23 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7877E+02 EXCESS= .0000E+00 OUTFLOW= .7877E+02 BASIN STORAGE= .1572E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .97 676.89 230.69 1.56 5.00 673.34 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7777E+02 EXCESS= .0000E+00 OUTFLOW= .7777E+02 BASIN STORAGE= .1605E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .97 669.62 230.76 1.55 5.00 665.86 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7689E+02 EXCESS= .0000E+00 OUTFLOW= .7689E+02 BASIN STORAGE= .1495E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 287.82 235.00 1.53 5.00 287.82 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2953E+02 EXCESS= .0000E+00 OUTFLOW= .2954E+02 BASIN STORAGE= .3026E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 283.50 235.00 1.50 5.00 283.50 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2905E+02 EXCESS= .0000E+00 OUTFLOW= .2906E+02 BASIN STORAGE= .3002E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 280.05 235.00 1.48 5.00 280.05 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2866E+02 EXCESS= .0000E+00 OUTFLOW= .2867E+02 BASIN STORAGE= .2982E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 277.02 235.00 1.46 5.00 277.02 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2832E+02 EXCESS= .0000E+00 OUTFLOW= .2834E+02 BASIN STORAGE= .2861E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .94 1091.98 230.92 1.53 5.00 1082.88 230.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1219E+03 EXCESS= .0000E+00 OUTFLOW= .1219E+03 BASIN STORAGE= .1866E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .94 1073.57 231.52 1.50 5.00 1063.54 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1199E+03 EXCESS= .0000E+00 OUTFLOW= .1199E+03 BASIN STORAGE= .1699E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .95 1059.26 231.81 1.48 5.00 1050.21 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1183E+03 EXCESS= .0000E+00 OUTFLOW= .1183E+03 BASIN STORAGE= .1727E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .95 1047.85 230.98 1.47 5.00 1038.36 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1169E+03 EXCESS= .0000E+00 OUTFLOW= .1169E+03 BASIN STORAGE= .1854E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.71 1149.81 232.41 .99 5.00 1139.86 235.00 .99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1818E+03 EXCESS= .0000E+00 OUTFLOW= .1816E+03 BASIN STORAGE= .3641E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.72 1130.35 232.34 .97 5.00 1121.96 235.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1794E+03 EXCESS= .0000E+00 OUTFLOW= .1793E+03 BASIN STORAGE= .3628E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.73 1116.72 231.78 .96 5.00 1107.65 235.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1776E+03 EXCESS= .0000E+00 OUTFLOW= .1774E+03 BASIN STORAGE= .3616E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.74 1103.60 232.82 .95 5.00 1096.32 235.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1759E+03 EXCESS= .0000E+00 OUTFLOW= .1757E+03 BASIN STORAGE= .3604E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.19 167.37 219.14 1.68 5.00 166.96 220.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1570E+02 EXCESS= .0000E+00 OUTFLOW= .1570E+02 BASIN STORAGE= .2291E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.20 164.91 220.40 1.66 5.00 164.62 220.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1546E+02 EXCESS= .0000E+00 OUTFLOW= .1546E+02 BASIN STORAGE= .2233E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.21 163.13 219.22 1.64 5.00 162.72 220.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1526E+02 EXCESS= .0000E+00 OUTFLOW= .1527E+02 BASIN STORAGE= .2258E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.22 161.61 220.13 1.62 5.00 161.48 220.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1510E+02 EXCESS= .0000E+00 OUTFLOW= .1510E+02 BASIN STORAGE= .1877E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.45 308.13 224.50 1.75 5.00 307.11 225.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3155E+02 EXCESS= .0000E+00 OUTFLOW= .3156E+02 BASIN STORAGE= .4278E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.47 301.83 222.28 1.72 5.00 301.68 225.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3108E+02 EXCESS= .0000E+00 OUTFLOW= .3109E+02 BASIN STORAGE= .4537E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.49 302.08 223.30 1.70 5.00 299.60 225.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3071E+02 EXCESS= .0000E+00 OUTFLOW= .3072E+02 BASIN STORAGE= .3936E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.50 299.17 224.07 1.69 5.00 297.48 225.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3038E+02 EXCESS= .0000E+00 OUTFLOW= .3039E+02 BASIN STORAGE= .4472E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.62 602.25 225.65 1.66 5.00 599.49 225.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6344E+02 EXCESS= .0000E+00 OUTFLOW= .6344E+02 BASIN STORAGE= .2351E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.63 593.73 227.15 1.64 5.00 589.86 225.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6246E+02 EXCESS= .0000E+00 OUTFLOW= .6246E+02 BASIN STORAGE= .2343E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.64 590.18 226.38 1.62 5.00 583.58 225.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6169E+02 EXCESS= .0000E+00 OUTFLOW= .6169E+02 BASIN STORAGE= .2408E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.65 582.07 227.20 1.60 5.00 578.27 225.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6099E+02 EXCESS= .0000E+00 OUTFLOW= .6100E+02 BASIN STORAGE= .2864E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .83 835.72 225.15 1.68 5.00 835.61 225.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8900E+02 EXCESS= .0000E+00 OUTFLOW= .8900E+02 BASIN STORAGE= .1511E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .84 823.15 224.89 1.65 5.00 822.93 225.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8763E+02 EXCESS= .0000E+00 OUTFLOW= .8763E+02 BASIN STORAGE= .1361E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .84 814.29 225.03 1.63 5.00 814.25 225.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8655E+02 EXCESS= .0000E+00 OUTFLOW= .8655E+02 BASIN STORAGE= .1367E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .84 806.41 225.03 1.61 5.00 806.36 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8559E+02 EXCESS= .0000E+00 OUTFLOW= .8559E+02 BASIN STORAGE= .1375E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.03 1931.98 230.63 1.15 5.00 1930.32 230.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2760E+03 EXCESS= .0000E+00 OUTFLOW= .2759E+03 BASIN STORAGE= .2702E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.04 1901.50 231.05 1.13 5.00 1901.37 230.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2721E+03 EXCESS= .0000E+00 OUTFLOW= .2720E+03 BASIN STORAGE= .2693E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.04 1877.33 230.16 1.12 5.00 1876.41 230.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2691E+03 EXCESS= .0000E+00 OUTFLOW= .2689E+03 BASIN STORAGE= .2684E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.05 1857.32 230.09 1.11 5.00 1856.73 230.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2664E+03 EXCESS= .0000E+00 OUTFLOW= .2663E+03 BASIN STORAGE= .2675E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.19 2080.72 230.24 1.17 5.00 2078.52 230.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2936E+03 EXCESS= .0000E+00 OUTFLOW= .2934E+03 BASIN STORAGE= .3227E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.20 2049.72 230.44 1.15 5.00 2046.23 230.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2894E+03 EXCESS= .0000E+00 OUTFLOW= .2893E+03 BASIN STORAGE= .3216E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.21 2023.16 230.45 1.14 5.00 2019.77 230.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2862E+03 EXCESS= .0000E+00 OUTFLOW= .2860E+03 BASIN STORAGE= .3206E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.21 2001.29 231.42 1.12 5.00 1998.75 230.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2833E+03 EXCESS= .0000E+00 OUTFLOW= .2831E+03 BASIN STORAGE= .3195E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.26 2151.91 231.26 1.18 5.00 2142.26 230.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3024E+03 EXCESS= .0000E+00 OUTFLOW= .3023E+03 BASIN STORAGE= .3463E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.27 2116.97 231.44 1.16 5.00 2107.37 230.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2982E+03 EXCESS= .0000E+00 OUTFLOW= .2980E+03 BASIN STORAGE= .3451E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.28 2090.44 231.37 1.15 5.00 2081.03 230.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2947E+03 EXCESS= .0000E+00 OUTFLOW= .2946E+03 BASIN STORAGE= .3440E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.28 2068.00 231.05 1.13 5.00 2057.11 230.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2918E+03 EXCESS= .0000E+00 OUTFLOW= .2916E+03 BASIN STORAGE= .3429E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 52.79 240.00 1.51 5.00 52.79 240.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6924E+01 EXCESS= .0000E+00 OUTFLOW= .6926E+01 BASIN STORAGE= .1597E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 51.96 240.00 1.49 5.00 51.96 240.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6810E+01 EXCESS= .0000E+00 OUTFLOW= .6812E+01 BASIN STORAGE= .1555E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 51.30 240.00 1.47 5.00 51.30 240.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6719E+01 EXCESS= .0000E+00 OUTFLOW= .6721E+01 BASIN STORAGE= .1543E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 50.72 240.00 1.45 5.00 50.72 240.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6639E+01 EXCESS= .0000E+00 OUTFLOW= .6641E+01 BASIN STORAGE= .1532E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.94 214.80 1.30 5.00 150.86 215.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2808E+02 EXCESS= .0000E+00 OUTFLOW= .2808E+02 BASIN STORAGE= .4427E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.88 214.80 1.28 5.00 150.81 215.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2777E+02 EXCESS= .0000E+00 OUTFLOW= .2777E+02 BASIN STORAGE= .4256E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.83 214.80 1.27 5.00 150.78 215.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2752E+02 EXCESS= .0000E+00 OUTFLOW= .2752E+02 BASIN STORAGE= .4222E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.79 214.80 1.26 5.00 150.75 215.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2730E+02 EXCESS= .0000E+00 OUTFLOW= .2730E+02 BASIN STORAGE= .4192E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 255.92 220.65 1.34 5.00 255.45 220.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3794E+02 EXCESS= .0000E+00 OUTFLOW= .3794E+02 BASIN STORAGE= .1168E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 254.51 220.91 1.33 5.00 253.97 220.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3746E+02 EXCESS= .0000E+00 OUTFLOW= .3746E+02 BASIN STORAGE= .1217E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 253.21 221.13 1.31 5.00 252.72 220.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3708E+02 EXCESS= .0000E+00 OUTFLOW= .3708E+02 BASIN STORAGE= .1167E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 251.91 221.32 1.30 5.00 251.55 220.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3675E+02 EXCESS= .0000E+00 OUTFLOW= .3675E+02 BASIN STORAGE= .1201E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.45 133.61 226.68 1.49 5.00 132.66 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1419E+02 EXCESS= .0000E+00 OUTFLOW= .1419E+02 BASIN STORAGE= .1134E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.46 131.52 226.67 1.46 5.00 130.55 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1395E+02 EXCESS= .0000E+00 OUTFLOW= .1395E+02 BASIN STORAGE= .1274E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.47 129.95 226.37 1.44 5.00 128.86 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1376E+02 BASIN STORAGE= .1166E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.48 128.19 225.93 1.42 5.00 127.22 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1360E+02 EXCESS= .0000E+00 OUTFLOW= .1360E+02 BASIN STORAGE= .1259E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 404.36 223.74 1.39 5.00 403.06 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5454E+02 EXCESS= .0000E+00 OUTFLOW= .5453E+02 BASIN STORAGE= .2089E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 400.61 222.53 1.37 5.00 399.19 225.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5379E+02 EXCESS= .0000E+00 OUTFLOW= .5378E+02 BASIN STORAGE= .2060E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 397.61 222.88 1.35 5.00 395.98 225.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5319E+02 EXCESS= .0000E+00 OUTFLOW= .5318E+02 BASIN STORAGE= .2156E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 395.00 223.18 1.34 5.00 393.05 225.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5266E+02 EXCESS= .0000E+00 OUTFLOW= .5266E+02 BASIN STORAGE= .2240E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.60 595.43 225.75 1.41 5.00 593.51 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7613E+02 EXCESS= .0000E+00 OUTFLOW= .7613E+02 BASIN STORAGE= .2381E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.60 589.64 226.28 1.39 5.00 586.65 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7505E+02 EXCESS= .0000E+00 OUTFLOW= .7504E+02 BASIN STORAGE= .2324E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.61 584.28 226.71 1.38 5.00 581.32 225.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7417E+02 EXCESS= .0000E+00 OUTFLOW= .7416E+02 BASIN STORAGE= .2375E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.61 578.01 227.11 1.36 5.00 576.20 225.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7339E+02 EXCESS= .0000E+00 OUTFLOW= .7339E+02 BASIN STORAGE= .2203E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 639.94 225.50 1.43 5.00 639.01 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8236E+02 EXCESS= .0000E+00 OUTFLOW= .8235E+02 BASIN STORAGE= .1594E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 632.89 226.03 1.40 5.00 631.84 225.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8116E+02 EXCESS= .0000E+00 OUTFLOW= .8115E+02 BASIN STORAGE= .1621E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 626.36 225.34 1.39 5.00 625.62 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8021E+02 EXCESS= .0000E+00 OUTFLOW= .8020E+02 BASIN STORAGE= .1614E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 621.15 225.75 1.37 5.00 620.03 225.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7937E+02 EXCESS= .0000E+00 OUTFLOW= .7936E+02 BASIN STORAGE= .1612E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 141.56 225.00 1.51 5.00 141.56 225.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1304E+02 EXCESS= .0000E+00 OUTFLOW= .1305E+02 BASIN STORAGE= .1579E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 139.31 225.00 1.49 5.00 139.31 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1283E+02 EXCESS= .0000E+00 OUTFLOW= .1283E+02 BASIN STORAGE= .1565E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 137.51 225.00 1.47 5.00 137.51 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .1554E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 135.93 225.00 1.45 5.00 135.93 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1251E+02 EXCESS= .0000E+00 OUTFLOW= .1251E+02 BASIN STORAGE= .1545E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 10.46 238.50 -1.00 5.00 6.27 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 9.55 239.00 -1.00 5.00 4.38 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 8.76 239.50 -1.00 5.00 6.38 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 8.20 240.00 -1.00 5.00 8.20 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.38 895.75 226.62 1.48 5.00 888.34 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+03 EXCESS= .0000E+00 OUTFLOW= .1082E+03 BASIN STORAGE= .2152E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.39 882.77 227.18 1.45 5.00 876.25 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1066E+03 EXCESS= .0000E+00 OUTFLOW= .1066E+03 BASIN STORAGE= .2055E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.39 875.85 226.27 1.44 5.00 867.69 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1054E+03 EXCESS= .0000E+00 OUTFLOW= .1054E+03 BASIN STORAGE= .2092E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.39 867.07 226.69 1.42 5.00 859.54 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+03 EXCESS= .0000E+00 OUTFLOW= .1043E+03 BASIN STORAGE= .2114E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .79 927.04 225.88 1.48 5.00 920.68 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1123E+03 EXCESS= .0000E+00 OUTFLOW= .1123E+03 BASIN STORAGE= .4684E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .79 914.16 226.06 1.46 5.00 907.79 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+03 EXCESS= .0000E+00 OUTFLOW= .1106E+03 BASIN STORAGE= .4689E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .79 905.27 225.97 1.44 5.00 898.69 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1093E+03 EXCESS= .0000E+00 OUTFLOW= .1093E+03 BASIN STORAGE= .4647E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .80 896.91 225.85 1.43 5.00 890.45 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+03 EXCESS= .0000E+00 OUTFLOW= .1082E+03 BASIN STORAGE= .4803E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.07 311.95 236.44 1.73 5.00 311.07 240.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4226E+02 EXCESS= .0000E+00 OUTFLOW= .4227E+02 BASIN STORAGE= .7323E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.08 308.54 237.28 1.71 5.00 306.99 240.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4163E+02 EXCESS= .0000E+00 OUTFLOW= .4163E+02 BASIN STORAGE= .8064E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.09 305.37 237.97 1.69 5.00 303.88 240.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4112E+02 EXCESS= .0000E+00 OUTFLOW= .4112E+02 BASIN STORAGE= .6883E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.10 301.62 238.58 1.67 5.00 300.58 240.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4067E+02 EXCESS= .0000E+00 OUTFLOW= .4068E+02 BASIN STORAGE= .8156E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.72 79.00 226.55 1.49 5.00 78.09 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7720E+01 EXCESS= .0000E+00 OUTFLOW= .7721E+01 BASIN STORAGE= .8022E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.74 77.14 227.46 1.47 5.00 76.68 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7591E+01 EXCESS= .0000E+00 OUTFLOW= .7592E+01 BASIN STORAGE= .7017E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.75 76.24 223.44 1.45 5.00 76.05 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7496E+01 EXCESS= .0000E+00 OUTFLOW= .7497E+01 BASIN STORAGE= .9198E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.77 76.21 224.08 1.43 5.00 75.86 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7413E+01 EXCESS= .0000E+00 OUTFLOW= .7414E+01 BASIN STORAGE= .8309E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.74 185.08 226.79 1.45 5.00 182.38 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1891E+02 EXCESS= .0000E+00 OUTFLOW= .1891E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.76 181.70 226.60 1.42 5.00 179.31 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1858E+02 EXCESS= .0000E+00 OUTFLOW= .1858E+02 BASIN STORAGE= .1620E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.76 178.87 227.62 1.40 5.00 177.19 225.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+02 EXCESS= .0000E+00 OUTFLOW= .1834E+02 BASIN STORAGE= .1590E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.77 178.15 226.57 1.39 5.00 175.87 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1813E+02 EXCESS= .0000E+00 OUTFLOW= .1813E+02 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .57 1525.28 229.91 1.54 5.00 1525.13 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1912E+03 EXCESS= .0000E+00 OUTFLOW= .1912E+03 BASIN STORAGE= .6059E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .57 1504.71 229.84 1.51 5.00 1504.55 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1883E+03 EXCESS= .0000E+00 OUTFLOW= .1883E+03 BASIN STORAGE= .6246E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .58 1488.02 230.15 1.50 5.00 1487.92 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1860E+03 EXCESS= .0000E+00 OUTFLOW= .1860E+03 BASIN STORAGE= .6275E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .58 1473.30 229.79 1.48 5.00 1473.13 230.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1840E+03 EXCESS= .0000E+00 OUTFLOW= .1840E+03 BASIN STORAGE= .6083E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3660.93 230.20 1.29 5.00 3658.12 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4937E+03 EXCESS= .0000E+00 OUTFLOW= .4936E+03 BASIN STORAGE= .1279E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3605.05 230.09 1.28 5.00 3603.23 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4865E+03 EXCESS= .0000E+00 OUTFLOW= .4864E+03 BASIN STORAGE= .1275E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3562.71 230.43 1.26 5.00 3560.88 230.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4808E+03 EXCESS= .0000E+00 OUTFLOW= .4807E+03 BASIN STORAGE= .1271E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3524.34 230.29 1.25 5.00 3521.41 230.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4758E+03 EXCESS= .0000E+00 OUTFLOW= .4758E+03 BASIN STORAGE= .1266E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .75 3777.58 231.00 1.30 5.00 3771.51 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5085E+03 EXCESS= .0000E+00 OUTFLOW= .5084E+03 BASIN STORAGE= .2559E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .75 3722.70 230.90 1.28 5.00 3715.36 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5010E+03 EXCESS= .0000E+00 OUTFLOW= .5010E+03 BASIN STORAGE= .2550E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .75 3678.67 230.49 1.27 5.00 3670.77 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4951E+03 EXCESS= .0000E+00 OUTFLOW= .4951E+03 BASIN STORAGE= .2542E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .76 3640.82 230.76 1.25 5.00 3632.30 230.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4900E+03 EXCESS= .0000E+00 OUTFLOW= .4899E+03 BASIN STORAGE= .2534E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1348.38 315.93 1.29 5.00 1348.26 315.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5214E+03 EXCESS= .0000E+00 OUTFLOW= .5213E+03 BASIN STORAGE= .1543E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1332.59 315.38 1.28 5.00 1332.48 315.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5137E+03 EXCESS= .0000E+00 OUTFLOW= .5136E+03 BASIN STORAGE= .1538E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1320.30 315.87 1.26 5.00 1320.18 315.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5076E+03 EXCESS= .0000E+00 OUTFLOW= .5075E+03 BASIN STORAGE= .1533E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1309.56 315.54 1.25 5.00 1309.44 315.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5022E+03 EXCESS= .0000E+00 OUTFLOW= .5022E+03 BASIN STORAGE= .1529E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 146.55 226.00 -1.00 5.00 146.43 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 141.91 227.00 -1.00 5.00 141.76 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 138.21 227.00 -1.00 5.00 138.03 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 134.98 227.00 -1.00 5.00 134.77 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 79.85 325.80 1.73 5.00 79.84 325.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6498E+02 EXCESS= .0000E+00 OUTFLOW= .6498E+02 BASIN STORAGE= .8524E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 79.35 326.22 1.70 5.00 79.34 325.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6380E+02 EXCESS= .0000E+00 OUTFLOW= .6380E+02 BASIN STORAGE= .7783E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 78.95 325.90 1.67 5.00 78.94 325.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6286E+02 EXCESS= .0000E+00 OUTFLOW= .6286E+02 BASIN STORAGE= .7217E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 78.60 326.19 1.65 5.00 78.59 325.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6204E+02 EXCESS= .0000E+00 OUTFLOW= .6204E+02 BASIN STORAGE= .6768E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 134.50 230.00 1.72 5.00 134.50 230.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7260E+02 EXCESS= .0000E+00 OUTFLOW= .7260E+02 BASIN STORAGE= .8656E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 132.83 230.00 1.69 5.00 132.83 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7131E+02 EXCESS= .0000E+00 OUTFLOW= .7131E+02 BASIN STORAGE= .7903E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 131.49 230.00 1.66 5.00 131.49 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7027E+02 EXCESS= .0000E+00 OUTFLOW= .7027E+02 BASIN STORAGE= .7341E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 130.32 230.00 1.64 5.00 130.32 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6936E+02 EXCESS= .0000E+00 OUTFLOW= .6936E+02 BASIN STORAGE= .6889E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.09 596.77 229.02 1.64 5.00 596.43 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1247E+03 EXCESS= .0000E+00 OUTFLOW= .1247E+03 BASIN STORAGE= .6778E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.11 588.51 230.41 1.61 5.00 588.19 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1225E+03 EXCESS= .0000E+00 OUTFLOW= .1225E+03 BASIN STORAGE= .6347E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.13 582.38 228.41 1.59 5.00 581.82 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+03 EXCESS= .0000E+00 OUTFLOW= .1208E+03 BASIN STORAGE= .6089E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.14 574.11 229.40 1.57 5.00 573.87 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1193E+03 EXCESS= .0000E+00 OUTFLOW= .1193E+03 BASIN STORAGE= .5801E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.08 880.24 230.23 1.62 5.00 880.02 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1567E+03 EXCESS= .0000E+00 OUTFLOW= .1567E+03 BASIN STORAGE= .2915E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.09 867.34 230.47 1.59 5.00 867.21 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1541E+03 EXCESS= .0000E+00 OUTFLOW= .1541E+03 BASIN STORAGE= .2731E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.09 857.53 230.42 1.57 5.00 857.40 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1520E+03 EXCESS= .0000E+00 OUTFLOW= .1520E+03 BASIN STORAGE= .2615E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.10 846.82 229.41 1.55 5.00 846.76 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1501E+03 EXCESS= .0000E+00 OUTFLOW= .1501E+03 BASIN STORAGE= .2494E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.09 224.40 1.27 5.00 250.56 225.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3033E+02 EXCESS= .0000E+00 OUTFLOW= .3033E+02 BASIN STORAGE= .2127E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.20 224.40 1.25 5.00 250.61 225.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2990E+02 EXCESS= .0000E+00 OUTFLOW= .2990E+02 BASIN STORAGE= .2109E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.28 224.40 1.24 5.00 250.65 225.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2956E+02 EXCESS= .0000E+00 OUTFLOW= .2956E+02 BASIN STORAGE= .2567E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 2.10 251.36 224.40 1.23 5.00 250.69 225.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2927E+02 EXCESS= .0000E+00 OUTFLOW= .2927E+02 BASIN STORAGE= .2551E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.53 1347.27 230.03 1.55 5.00 1346.97 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2129E+03 EXCESS= .0000E+00 OUTFLOW= .2129E+03 BASIN STORAGE= .8588E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.54 1327.94 231.14 1.52 5.00 1321.84 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2094E+03 EXCESS= .0000E+00 OUTFLOW= .2094E+03 BASIN STORAGE= .8054E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.55 1312.81 232.02 1.50 5.00 1311.99 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2066E+03 EXCESS= .0000E+00 OUTFLOW= .2066E+03 BASIN STORAGE= .7620E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.56 1305.64 230.38 1.48 5.00 1301.96 230.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2041E+03 EXCESS= .0000E+00 OUTFLOW= .2041E+03 BASIN STORAGE= .7240E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.61 2333.59 238.17 1.36 5.00 2332.92 240.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7343E+03 EXCESS= .0000E+00 OUTFLOW= .7342E+03 BASIN STORAGE= .4576E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.62 2299.00 239.58 1.34 5.00 2298.75 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7230E+03 EXCESS= .0000E+00 OUTFLOW= .7228E+03 BASIN STORAGE= .4561E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.62 2279.41 238.78 1.32 5.00 2279.00 240.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7141E+03 EXCESS= .0000E+00 OUTFLOW= .7139E+03 BASIN STORAGE= .4547E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.63 2258.94 238.01 1.31 5.00 2258.63 240.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7064E+03 EXCESS= .0000E+00 OUTFLOW= .7062E+03 BASIN STORAGE= .4534E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.25 46.87 212.50 1.27 5.00 45.94 215.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8109E+01 EXCESS= .0000E+00 OUTFLOW= .8112E+01 BASIN STORAGE= .1745E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.25 46.95 212.50 1.25 5.00 46.04 215.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8021E+01 EXCESS= .0000E+00 OUTFLOW= .8024E+01 BASIN STORAGE= .1732E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.50 46.00 216.00 1.24 5.00 45.95 215.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7941E+01 EXCESS= .0000E+00 OUTFLOW= .7943E+01 BASIN STORAGE= .1397E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.50 46.08 216.00 1.23 5.00 46.01 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7879E+01 EXCESS= .0000E+00 OUTFLOW= .7881E+01 BASIN STORAGE= .1389E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 204.27 230.00 1.33 5.00 204.27 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2232E+02 EXCESS= .0000E+00 OUTFLOW= .2233E+02 BASIN STORAGE= .3300E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 201.75 230.00 1.31 5.00 201.75 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2198E+02 EXCESS= .0000E+00 OUTFLOW= .2200E+02 BASIN STORAGE= .3222E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 199.68 230.00 1.29 5.00 199.68 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2170E+02 EXCESS= .0000E+00 OUTFLOW= .2171E+02 BASIN STORAGE= .3520E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 197.91 230.00 1.28 5.00 197.91 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+02 EXCESS= .0000E+00 OUTFLOW= .2148E+02 BASIN STORAGE= .3505E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.25 313.61 233.72 1.32 5.00 311.77 235.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3596E+02 EXCESS= .0000E+00 OUTFLOW= .3596E+02 BASIN STORAGE= .7568E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.26 310.53 234.39 1.30 5.00 309.42 235.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3537E+02 EXCESS= .0000E+00 OUTFLOW= .3537E+02 BASIN STORAGE= .6489E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.27 306.11 234.94 1.28 5.00 305.99 235.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3488E+02 EXCESS= .0000E+00 OUTFLOW= .3488E+02 BASIN STORAGE= .6198E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 4.28 302.08 235.42 1.26 5.00 300.82 235.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3446E+02 EXCESS= .0000E+00 OUTFLOW= .3446E+02 BASIN STORAGE= .5552E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .47 380.06 235.35 1.36 5.00 379.73 235.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4441E+02 EXCESS= .0000E+00 OUTFLOW= .4441E+02 BASIN STORAGE= .5784E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .47 376.54 235.25 1.34 5.00 376.11 235.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4369E+02 EXCESS= .0000E+00 OUTFLOW= .4369E+02 BASIN STORAGE= .5606E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .48 372.36 235.37 1.32 5.00 371.70 235.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4309E+02 EXCESS= .0000E+00 OUTFLOW= .4309E+02 BASIN STORAGE= .5801E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE .48 366.62 235.43 1.30 5.00 365.93 235.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4256E+02 EXCESS= .0000E+00 OUTFLOW= .4256E+02 BASIN STORAGE= .5767E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.92 399.06 233.26 1.38 5.00 398.71 235.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4515E+02 EXCESS= .0000E+00 OUTFLOW= .4515E+02 BASIN STORAGE= .3888E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.95 390.69 235.78 1.36 5.00 390.21 235.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4430E+02 EXCESS= .0000E+00 OUTFLOW= .4431E+02 BASIN STORAGE= .3982E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.98 381.14 235.53 1.33 5.00 380.29 235.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4358E+02 EXCESS= .0000E+00 OUTFLOW= .4359E+02 BASIN STORAGE= .4366E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 3.01 370.89 234.69 1.31 5.00 370.59 235.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4297E+02 EXCESS= .0000E+00 OUTFLOW= .4297E+02 BASIN STORAGE= .3732E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.85 361.85 233.35 .85 5.00 358.45 235.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4293E+02 EXCESS= .0000E+00 OUTFLOW= .4293E+02 BASIN STORAGE= .3333E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.87 354.96 232.62 .84 5.00 351.78 235.00 .84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4216E+02 EXCESS= .0000E+00 OUTFLOW= .4216E+02 BASIN STORAGE= .3554E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.90 345.08 231.98 .82 5.00 343.75 235.00 .82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4152E+02 EXCESS= .0000E+00 OUTFLOW= .4152E+02 BASIN STORAGE= .4133E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 2.92 337.74 233.98 .81 5.00 335.72 235.00 .81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4096E+02 EXCESS= .0000E+00 OUTFLOW= .4096E+02 BASIN STORAGE= .3622E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.26 2842.80 239.43 1.31 5.00 2835.79 240.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7990E+03 EXCESS= .0000E+00 OUTFLOW= .7988E+03 BASIN STORAGE= .6958E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.27 2800.94 238.69 1.29 5.00 2790.11 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7865E+03 EXCESS= .0000E+00 OUTFLOW= .7863E+03 BASIN STORAGE= .6934E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.28 2769.53 239.72 1.28 5.00 2766.50 240.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7767E+03 EXCESS= .0000E+00 OUTFLOW= .7765E+03 BASIN STORAGE= .6914E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.29 2741.89 238.47 1.26 5.00 2733.12 240.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7682E+03 EXCESS= .0000E+00 OUTFLOW= .7679E+03 BASIN STORAGE= .6893E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.43 2943.71 240.95 1.32 5.00 2942.55 240.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8133E+03 EXCESS= .0000E+00 OUTFLOW= .8132E+03 BASIN STORAGE= .4453E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.43 2895.88 241.08 1.30 5.00 2894.19 240.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8006E+03 EXCESS= .0000E+00 OUTFLOW= .8005E+03 BASIN STORAGE= .4438E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.44 2870.69 240.47 1.28 5.00 2868.96 240.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7906E+03 EXCESS= .0000E+00 OUTFLOW= .7905E+03 BASIN STORAGE= .4425E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC20-C MANE 1.45 2835.55 240.19 1.27 5.00 2835.00 240.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7819E+03 EXCESS= .0000E+00 OUTFLOW= .7818E+03 BASIN STORAGE= .4412E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.90 6542.34 240.73 1.13 5.00 6538.17 240.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1319E+04 EXCESS= .0000E+00 OUTFLOW= .1319E+04 BASIN STORAGE= .8160E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.91 6460.12 240.11 1.11 5.00 6458.36 240.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1299E+04 EXCESS= .0000E+00 OUTFLOW= .1299E+04 BASIN STORAGE= .8132E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.91 6394.88 240.93 1.10 5.00 6387.48 240.00 1.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1283E+04 EXCESS= .0000E+00 OUTFLOW= .1283E+04 BASIN STORAGE= .8108E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.92 6337.23 239.93 1.08 5.00 6336.99 240.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1269E+04 EXCESS= .0000E+00 OUTFLOW= .1269E+04 BASIN STORAGE= .8086E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2893.88 218.69 .88 5.00 2870.39 230.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+04 EXCESS= .0000E+00 OUTFLOW= .1057E+04 BASIN STORAGE= .5683E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2895.48 218.69 .87 5.00 2870.42 230.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1047E+04 EXCESS= .0000E+00 OUTFLOW= .1047E+04 BASIN STORAGE= .5663E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2896.90 218.69 .86 5.00 2870.44 230.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1039E+04 EXCESS= .0000E+00 OUTFLOW= .1039E+04 BASIN STORAGE= .5646E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2898.15 218.69 .86 5.00 2870.46 230.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1032E+04 EXCESS= .0000E+00 OUTFLOW= .1032E+04 BASIN STORAGE= .5631E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 167.89 224.95 1.64 5.00 167.86 225.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2974E+02 EXCESS= .0000E+00 OUTFLOW= .2974E+02 BASIN STORAGE= .2790E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 167.97 224.95 1.62 5.00 167.94 225.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2943E+02 EXCESS= .0000E+00 OUTFLOW= .2943E+02 BASIN STORAGE= .2763E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.04 224.95 1.61 5.00 168.00 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2918E+02 EXCESS= .0000E+00 OUTFLOW= .2918E+02 BASIN STORAGE= .2741E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDDCH59 MANE 2.34 168.09 224.95 1.60 5.00 168.06 225.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2895E+02 EXCESS= .0000E+00 OUTFLOW= .2895E+02 BASIN STORAGE= .2722E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.14 3263.85 227.09 .90 5.00 3263.72 225.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1111E+04 EXCESS= .0000E+00 OUTFLOW= .1111E+04 BASIN STORAGE= .3698E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.14 3260.55 226.05 .89 5.00 3260.06 225.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1100E+04 EXCESS= .0000E+00 OUTFLOW= .1100E+04 BASIN STORAGE= .3685E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.14 3258.12 226.13 .88 5.00 3257.05 225.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1092E+04 EXCESS= .0000E+00 OUTFLOW= .1092E+04 BASIN STORAGE= .3674E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.14 3255.78 226.20 .88 5.00 3254.04 225.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1084E+04 EXCESS= .0000E+00 OUTFLOW= .1084E+04 BASIN STORAGE= .3664E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3484.42 225.76 .91 5.00 3479.77 225.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1133E+04 EXCESS= .0000E+00 OUTFLOW= .1133E+04 BASIN STORAGE= .3416E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3478.76 225.94 .90 5.00 3471.71 225.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1122E+04 EXCESS= .0000E+00 OUTFLOW= .1122E+04 BASIN STORAGE= .3404E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3473.59 226.09 .89 5.00 3464.96 225.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1114E+04 EXCESS= .0000E+00 OUTFLOW= .1114E+04 BASIN STORAGE= .3394E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3467.56 226.23 .88 5.00 3459.40 225.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+04 EXCESS= .0000E+00 OUTFLOW= .1106E+04 BASIN STORAGE= .3385E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 180.05 240.00 1.48 5.00 180.05 240.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2105E+02 EXCESS= .0000E+00 OUTFLOW= .2106E+02 BASIN STORAGE= .3290E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 177.14 240.00 1.45 5.00 177.14 240.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2070E+02 EXCESS= .0000E+00 OUTFLOW= .2071E+02 BASIN STORAGE= .3262E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 174.81 240.00 1.43 5.00 174.81 240.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2042E+02 EXCESS= .0000E+00 OUTFLOW= .2043E+02 BASIN STORAGE= .3240E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RM MANE 5.00 172.78 240.00 1.42 5.00 172.78 240.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2018E+02 EXCESS= .0000E+00 OUTFLOW= .2018E+02 BASIN STORAGE= .3220E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.41 3764.37 230.50 .92 5.00 3762.39 230.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+04 EXCESS= .0000E+00 OUTFLOW= .1173E+04 BASIN STORAGE= .4849E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.41 3752.83 230.80 .91 5.00 3749.68 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1162E+04 EXCESS= .0000E+00 OUTFLOW= .1162E+04 BASIN STORAGE= .4832E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.41 3743.49 231.03 .90 5.00 3739.97 230.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1152E+04 EXCESS= .0000E+00 OUTFLOW= .1152E+04 BASIN STORAGE= .4818E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.41 3735.44 231.23 .90 5.00 3731.88 230.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1144E+04 EXCESS= .0000E+00 OUTFLOW= .1144E+04 BASIN STORAGE= .4805E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3947.55 231.66 .92 5.00 3940.09 230.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1194E+04 EXCESS= .0000E+00 OUTFLOW= .1194E+04 BASIN STORAGE= .4850E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3929.97 232.03 .91 5.00 3922.82 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1182E+04 EXCESS= .0000E+00 OUTFLOW= .1182E+04 BASIN STORAGE= .4833E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3918.81 230.94 .91 5.00 3909.71 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+04 EXCESS= .0000E+00 OUTFLOW= .1173E+04 BASIN STORAGE= .4819E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3909.60 231.19 .90 5.00 3899.25 230.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1164E+04 EXCESS= .0000E+00 OUTFLOW= .1164E+04 BASIN STORAGE= .4806E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.66 4074.11 233.89 .92 5.00 4069.95 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1210E+04 EXCESS= .0000E+00 OUTFLOW= .1210E+04 BASIN STORAGE= .9476E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.66 4056.06 234.35 .92 5.00 4052.86 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1198E+04 EXCESS= .0000E+00 OUTFLOW= .1197E+04 BASIN STORAGE= .9443E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.67 4042.57 234.70 .91 5.00 4040.79 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1188E+04 EXCESS= .0000E+00 OUTFLOW= .1188E+04 BASIN STORAGE= .9416E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.67 4031.11 234.99 .90 5.00 4031.04 235.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+04 EXCESS= .0000E+00 OUTFLOW= .1179E+04 BASIN STORAGE= .9391E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 4074.07 243.00 -1.00 5.00 4036.44 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 3990.65 243.00 -1.00 5.00 3941.19 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 3919.54 243.00 -1.00 5.00 3865.31 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 3865.11 243.00 -1.00 5.00 3804.09 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.72 4168.91 242.90 22.61 5.00 4132.53 245.00 22.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3461E+03 EXCESS= .0000E+00 OUTFLOW= .3461E+03 BASIN STORAGE= .5555E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.74 4082.17 241.72 21.85 5.00 4041.53 245.00 21.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3344E+03 EXCESS= .0000E+00 OUTFLOW= .3345E+03 BASIN STORAGE= .6290E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.75 4007.13 241.83 21.24 5.00 3974.81 245.00 21.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3251E+03 EXCESS= .0000E+00 OUTFLOW= .3251E+03 BASIN STORAGE= .6338E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.76 3939.97 243.36 20.73 5.00 3915.46 245.00 20.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3173E+03 EXCESS= .0000E+00 OUTFLOW= .3173E+03 BASIN STORAGE= .5571E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .95 4423.57 241.57 8.06 5.00 4411.39 245.00 8.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3875E+03 EXCESS= .0000E+00 OUTFLOW= .3874E+03 BASIN STORAGE= .3057E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .96 4318.49 242.05 7.80 5.00 4315.55 245.00 7.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3749E+03 EXCESS= .0000E+00 OUTFLOW= .3749E+03 BASIN STORAGE= .3059E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .96 4242.71 244.61 7.60 5.00 4240.90 245.00 7.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3650E+03 EXCESS= .0000E+00 OUTFLOW= .3650E+03 BASIN STORAGE= .3307E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .97 4179.65 245.10 7.43 5.00 4179.40 245.00 7.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3568E+03 EXCESS= .0000E+00 OUTFLOW= .3568E+03 BASIN STORAGE= .3311E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 2.00 4502.55 244.25 6.63 5.00 4495.96 245.00 6.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4011E+03 EXCESS= .0000E+00 OUTFLOW= .4011E+03 BASIN STORAGE= .7161E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 2.02 4398.96 244.38 6.42 5.00 4394.93 245.00 6.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3883E+03 EXCESS= .0000E+00 OUTFLOW= .3883E+03 BASIN STORAGE= .6994E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 2.03 4316.71 244.06 6.25 5.00 4312.76 245.00 6.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3782E+03 EXCESS= .0000E+00 OUTFLOW= .3782E+03 BASIN STORAGE= .7432E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 2.05 4248.97 245.48 6.11 5.00 4246.47 245.00 6.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3698E+03 EXCESS= .0000E+00 OUTFLOW= .3698E+03 BASIN STORAGE= .6890E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.88 4605.98 245.88 5.42 5.00 4593.98 245.00 5.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4202E+03 EXCESS= .0000E+00 OUTFLOW= .4202E+03 BASIN STORAGE= .5076E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.89 4503.43 246.09 5.25 5.00 4485.01 245.00 5.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4070E+03 EXCESS= .0000E+00 OUTFLOW= .4070E+03 BASIN STORAGE= .4709E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.91 4422.09 247.84 5.11 5.00 4400.00 245.00 5.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3967E+03 EXCESS= .0000E+00 OUTFLOW= .3966E+03 BASIN STORAGE= .4766E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.92 4363.34 247.37 5.00 5.00 4325.84 245.00 5.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3879E+03 EXCESS= .0000E+00 OUTFLOW= .3879E+03 BASIN STORAGE= .4413E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8611.79 250.00 1.18 5.00 8611.79 250.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1644E+04 EXCESS= .0000E+00 OUTFLOW= .1644E+04 BASIN STORAGE= .2094E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8487.26 250.00 1.16 5.00 8487.26 250.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1618E+04 EXCESS= .0000E+00 OUTFLOW= .1618E+04 BASIN STORAGE= .2086E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8397.47 250.00 1.14 5.00 8397.47 250.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1598E+04 EXCESS= .0000E+00 OUTFLOW= .1597E+04 BASIN STORAGE= .2080E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8313.33 250.00 1.13 5.00 8313.33 250.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1580E+04 EXCESS= .0000E+00 OUTFLOW= .1580E+04 BASIN STORAGE= .2074E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 71.08 239.00 -1.00 5.00 57.73 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 67.74 237.50 -1.00 5.00 55.64 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .50 74.38 238.00 -1.00 5.00 55.11 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RDBN03 MANE .75 76.25 238.50 -1.00 5.00 57.19 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 2.02 544.29 221.80 1.39 5.00 540.12 220.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5590E+02 EXCESS= .0000E+00 OUTFLOW= .5590E+02 BASIN STORAGE= .3085E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 2.03 532.44 221.29 1.36 5.00 530.18 220.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5486E+02 EXCESS= .0000E+00 OUTFLOW= .5486E+02 BASIN STORAGE= .2788E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 2.04 526.62 222.53 1.34 5.00 522.13 220.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5410E+02 EXCESS= .0000E+00 OUTFLOW= .5410E+02 BASIN STORAGE= .3257E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN03 MANE 2.05 519.74 221.57 1.33 5.00 516.83 220.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5338E+02 EXCESS= .0000E+00 OUTFLOW= .5338E+02 BASIN STORAGE= .3074E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.52 688.41 222.31 1.44 5.00 684.23 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7388E+02 EXCESS= .0000E+00 OUTFLOW= .7388E+02 BASIN STORAGE= .2773E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.53 676.39 222.37 1.41 5.00 672.69 225.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7254E+02 EXCESS= .0000E+00 OUTFLOW= .7255E+02 BASIN STORAGE= .2750E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.54 666.86 222.14 1.39 5.00 664.34 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7157E+02 EXCESS= .0000E+00 OUTFLOW= .7157E+02 BASIN STORAGE= .2772E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN08 MANE 1.55 660.13 223.06 1.37 5.00 655.39 225.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7065E+02 EXCESS= .0000E+00 OUTFLOW= .7065E+02 BASIN STORAGE= .2535E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.96 790.84 227.71 1.36 5.00 783.47 225.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8695E+02 EXCESS= .0000E+00 OUTFLOW= .8696E+02 BASIN STORAGE= .4763E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.98 776.69 226.33 1.34 5.00 768.07 225.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8536E+02 EXCESS= .0000E+00 OUTFLOW= .8537E+02 BASIN STORAGE= .6043E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 2.99 767.15 227.52 1.32 5.00 757.54 225.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8418E+02 EXCESS= .0000E+00 OUTFLOW= .8419E+02 BASIN STORAGE= .4791E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN09 MANE 3.01 754.83 225.76 1.30 5.00 748.84 225.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8307E+02 EXCESS= .0000E+00 OUTFLOW= .8307E+02 BASIN STORAGE= .4936E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.65 947.37 230.54 1.36 5.00 946.53 230.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1058E+03 EXCESS= .0000E+00 OUTFLOW= .1058E+03 BASIN STORAGE= .4946E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.67 929.49 229.66 1.34 5.00 928.09 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1039E+03 EXCESS= .0000E+00 OUTFLOW= .1039E+03 BASIN STORAGE= .5565E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.69 916.18 230.93 1.32 5.00 915.25 230.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1024E+03 EXCESS= .0000E+00 OUTFLOW= .1024E+03 BASIN STORAGE= .6080E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN10-C MANE 2.70 905.09 229.32 1.30 5.00 903.20 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1011E+03 EXCESS= .0000E+00 OUTFLOW= .1011E+03 BASIN STORAGE= .4629E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 3.18 1136.79 231.78 1.35 5.00 1123.63 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1278E+03 EXCESS= .0000E+00 OUTFLOW= .1278E+03 BASIN STORAGE= .6469E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 3.20 1112.89 233.58 1.32 5.00 1101.15 230.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1254E+03 EXCESS= .0000E+00 OUTFLOW= .1254E+03 BASIN STORAGE= .7792E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 3.22 1098.84 231.67 1.30 5.00 1085.84 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1237E+03 EXCESS= .0000E+00 OUTFLOW= .1237E+03 BASIN STORAGE= .6351E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN12-C MANE 3.23 1087.39 232.90 1.29 5.00 1070.92 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1220E+03 EXCESS= .0000E+00 OUTFLOW= .1220E+03 BASIN STORAGE= .6892E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.15 9611.02 246.29 1.19 5.00 9587.47 250.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1790E+04 EXCESS= .0000E+00 OUTFLOW= .1790E+04 BASIN STORAGE= .4992E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.15 9457.77 246.66 1.17 5.00 9446.46 250.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1761E+04 EXCESS= .0000E+00 OUTFLOW= .1761E+04 BASIN STORAGE= .4974E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.16 9344.68 249.02 1.15 5.00 9342.31 250.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1739E+04 EXCESS= .0000E+00 OUTFLOW= .1739E+04 BASIN STORAGE= .4959E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.16 9247.21 250.00 1.14 5.00 9247.15 250.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1720E+04 EXCESS= .0000E+00 OUTFLOW= .1720E+04 BASIN STORAGE= .4945E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 251.45 230.00 1.32 5.00 251.45 230.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2435E+02 EXCESS= .0000E+00 OUTFLOW= .2436E+02 BASIN STORAGE= .2230E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 247.20 230.00 1.30 5.00 247.20 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2392E+02 EXCESS= .0000E+00 OUTFLOW= .2392E+02 BASIN STORAGE= .2209E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 243.81 230.00 1.28 5.00 243.81 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2357E+02 EXCESS= .0000E+00 OUTFLOW= .2358E+02 BASIN STORAGE= .2193E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCA03 MANE 5.00 240.84 230.00 1.27 5.00 240.84 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+02 EXCESS= .0000E+00 OUTFLOW= .2328E+02 BASIN STORAGE= .2179E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.39 500.53 230.75 1.38 5.00 498.48 230.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5263E+02 EXCESS= .0000E+00 OUTFLOW= .5263E+02 BASIN STORAGE= .2132E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.40 492.27 230.90 1.36 5.00 490.11 230.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5172E+02 EXCESS= .0000E+00 OUTFLOW= .5172E+02 BASIN STORAGE= .1992E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.41 485.62 230.74 1.34 5.00 483.47 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5099E+02 EXCESS= .0000E+00 OUTFLOW= .5099E+02 BASIN STORAGE= .2080E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA04 MANE 1.41 479.33 230.44 1.32 5.00 478.02 230.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5035E+02 EXCESS= .0000E+00 OUTFLOW= .5035E+02 BASIN STORAGE= .1857E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.51 677.47 231.29 1.44 5.00 674.67 230.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7340E+02 EXCESS= .0000E+00 OUTFLOW= .7340E+02 BASIN STORAGE= .2680E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.52 666.46 231.29 1.42 5.00 663.49 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7216E+02 EXCESS= .0000E+00 OUTFLOW= .7216E+02 BASIN STORAGE= .2535E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.53 657.21 230.99 1.40 5.00 654.37 230.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7117E+02 EXCESS= .0000E+00 OUTFLOW= .7117E+02 BASIN STORAGE= .2270E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA05 MANE 1.54 648.75 230.48 1.38 5.00 647.05 230.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7030E+02 EXCESS= .0000E+00 OUTFLOW= .7030E+02 BASIN STORAGE= .2649E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.84 879.99 234.35 1.34 5.00 875.66 235.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9733E+02 EXCESS= .0000E+00 OUTFLOW= .9732E+02 BASIN STORAGE= .8502E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.87 857.63 232.11 1.32 5.00 855.66 235.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9562E+02 EXCESS= .0000E+00 OUTFLOW= .9561E+02 BASIN STORAGE= .8792E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.89 853.33 233.44 1.30 5.00 845.96 235.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9426E+02 EXCESS= .0000E+00 OUTFLOW= .9425E+02 BASIN STORAGE= .7131E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA06 MANE 3.91 842.42 234.55 1.29 5.00 839.61 235.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9306E+02 EXCESS= .0000E+00 OUTFLOW= .9306E+02 BASIN STORAGE= .8069E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 3.06 1044.34 235.50 1.37 5.00 1041.66 235.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1181E+03 EXCESS= .0000E+00 OUTFLOW= .1181E+03 BASIN STORAGE= .6217E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 3.09 1020.36 237.57 1.35 5.00 1019.47 235.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1161E+03 EXCESS= .0000E+00 OUTFLOW= .1161E+03 BASIN STORAGE= .7217E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 3.10 1012.17 235.57 1.33 5.00 1009.63 235.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1145E+03 EXCESS= .0000E+00 OUTFLOW= .1145E+03 BASIN STORAGE= .6291E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCA08-C MANE 3.11 1001.13 236.34 1.31 5.00 996.96 235.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1130E+03 EXCESS= .0000E+00 OUTFLOW= .1130E+03 BASIN STORAGE= .6948E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.32 10525.84 248.16 1.20 5.00 10505.75 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1923E+04 EXCESS= .0000E+00 OUTFLOW= .1923E+04 BASIN STORAGE= .6275E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.33 10355.87 248.51 1.18 5.00 10350.79 250.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1892E+04 EXCESS= .0000E+00 OUTFLOW= .1892E+04 BASIN STORAGE= .6252E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.34 10234.04 249.73 1.16 5.00 10227.74 250.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1868E+04 EXCESS= .0000E+00 OUTFLOW= .1868E+04 BASIN STORAGE= .6234E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.34 10121.71 249.39 1.15 5.00 10114.83 250.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1847E+04 EXCESS= .0000E+00 OUTFLOW= .1847E+04 BASIN STORAGE= .6217E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 155.21 250.00 1.48 5.00 155.21 250.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1940E+02 EXCESS= .0000E+00 OUTFLOW= .1940E+02 BASIN STORAGE= .4897E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 152.68 250.00 1.45 5.00 152.68 250.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1907E+02 EXCESS= .0000E+00 OUTFLOW= .1908E+02 BASIN STORAGE= .4858E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 150.65 250.00 1.43 5.00 150.65 250.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1882E+02 EXCESS= .0000E+00 OUTFLOW= .1882E+02 BASIN STORAGE= .4826E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RST01-C MANE 5.00 148.88 250.00 1.42 5.00 148.88 250.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1859E+02 EXCESS= .0000E+00 OUTFLOW= .1859E+02 BASIN STORAGE= .4799E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.88 10740.31 249.76 1.20 5.00 10739.66 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1960E+04 EXCESS= .0000E+00 OUTFLOW= .1959E+04 BASIN STORAGE= .8798E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.89 10571.17 251.19 1.18 5.00 10566.01 250.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1928E+04 EXCESS= .0000E+00 OUTFLOW= .1928E+04 BASIN STORAGE= .8767E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.90 10435.12 250.45 1.17 5.00 10427.38 250.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1903E+04 EXCESS= .0000E+00 OUTFLOW= .1903E+04 BASIN STORAGE= .8741E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.91 10331.33 251.52 1.15 5.00 10313.71 250.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1882E+04 EXCESS= .0000E+00 OUTFLOW= .1882E+04 BASIN STORAGE= .8717E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 275.50 225.00 1.51 5.00 275.50 225.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3235E+02 EXCESS= .0000E+00 OUTFLOW= .3236E+02 BASIN STORAGE= .2857E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 271.05 225.00 1.49 5.00 271.05 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3182E+02 EXCESS= .0000E+00 OUTFLOW= .3183E+02 BASIN STORAGE= .2832E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 267.49 225.00 1.47 5.00 267.49 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3140E+02 EXCESS= .0000E+00 OUTFLOW= .3141E+02 BASIN STORAGE= .2811E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH73 MANE 5.00 264.37 225.00 1.45 5.00 264.37 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3103E+02 EXCESS= .0000E+00 OUTFLOW= .3103E+02 BASIN STORAGE= .2793E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.63 585.07 231.64 1.53 5.00 577.87 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7288E+02 EXCESS= .0000E+00 OUTFLOW= .7289E+02 BASIN STORAGE= .7490E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.66 575.80 233.07 1.50 5.00 568.55 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7164E+02 EXCESS= .0000E+00 OUTFLOW= .7164E+02 BASIN STORAGE= .8169E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.68 568.77 234.24 1.48 5.00 567.26 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7083E+02 EXCESS= .0000E+00 OUTFLOW= .7083E+02 BASIN STORAGE= .6949E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH76 MANE 4.71 562.46 230.57 1.47 5.00 559.37 235.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6998E+02 EXCESS= .0000E+00 OUTFLOW= .6998E+02 BASIN STORAGE= .8039E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .57 11436.58 250.33 1.22 5.00 11426.67 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2067E+04 EXCESS= .0000E+00 OUTFLOW= .2067E+04 BASIN STORAGE= .3071E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .57 11248.00 250.26 1.20 5.00 11237.22 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2034E+04 EXCESS= .0000E+00 OUTFLOW= .2034E+04 BASIN STORAGE= .3060E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .58 11105.04 250.42 1.18 5.00 11090.07 250.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2008E+04 EXCESS= .0000E+00 OUTFLOW= .2008E+04 BASIN STORAGE= .3051E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .58 10982.74 250.35 1.17 5.00 10967.06 250.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1986E+04 EXCESS= .0000E+00 OUTFLOW= .1986E+04 BASIN STORAGE= .3043E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 5.00 128.66 230.00 1.82 5.00 128.66 230.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1239E+02 EXCESS= .0000E+00 OUTFLOW= .1240E+02 BASIN STORAGE= .2017E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 5.00 126.93 230.00 1.79 5.00 126.93 230.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1221E+02 EXCESS= .0000E+00 OUTFLOW= .1222E+02 BASIN STORAGE= .2002E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 5.00 125.54 230.00 1.77 5.00 125.54 230.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1206E+02 EXCESS= .0000E+00 OUTFLOW= .1207E+02 BASIN STORAGE= .1991E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH91-C MANE 5.00 124.33 230.00 1.75 5.00 124.33 230.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1194E+02 EXCESS= .0000E+00 OUTFLOW= .1195E+02 BASIN STORAGE= .1980E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.89 285.95 231.02 1.58 5.00 285.44 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2953E+02 EXCESS= .0000E+00 OUTFLOW= .2953E+02 BASIN STORAGE= .3109E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.90 281.20 229.49 1.55 5.00 280.78 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2906E+02 EXCESS= .0000E+00 OUTFLOW= .2906E+02 BASIN STORAGE= .3119E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.92 278.50 230.61 1.53 5.00 277.91 230.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2868E+02 EXCESS= .0000E+00 OUTFLOW= .2869E+02 BASIN STORAGE= .3253E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH92-C MANE 2.93 274.43 231.59 1.51 5.00 273.98 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2835E+02 EXCESS= .0000E+00 OUTFLOW= .2835E+02 BASIN STORAGE= .3460E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 179.58 240.00 1.32 5.00 179.58 240.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1868E+02 EXCESS= .0000E+00 OUTFLOW= .1868E+02 BASIN STORAGE= .3065E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 176.57 240.00 1.29 5.00 176.57 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+02 EXCESS= .0000E+00 OUTFLOW= .1835E+02 BASIN STORAGE= .3040E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 174.16 240.00 1.27 5.00 174.16 240.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1808E+02 EXCESS= .0000E+00 OUTFLOW= .1808E+02 BASIN STORAGE= .3019E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH93 MANE 5.00 172.05 240.00 1.26 5.00 172.05 240.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1784E+02 EXCESS= .0000E+00 OUTFLOW= .1785E+02 BASIN STORAGE= .3001E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 5.00 601.16 240.00 1.31 5.00 601.16 240.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6867E+02 EXCESS= .0000E+00 OUTFLOW= .6867E+02 BASIN STORAGE= .9163E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 5.00 591.97 240.00 1.29 5.00 591.97 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6746E+02 EXCESS= .0000E+00 OUTFLOW= .6746E+02 BASIN STORAGE= .9094E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 5.00 583.38 240.00 1.27 5.00 583.38 240.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6649E+02 EXCESS= .0000E+00 OUTFLOW= .6649E+02 BASIN STORAGE= .9038E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH94 MANE 5.00 576.09 240.00 1.26 5.00 576.09 240.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6564E+02 EXCESS= .0000E+00 OUTFLOW= .6564E+02 BASIN STORAGE= .8988E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .87 2236.68 236.03 -1.00 5.00 2218.51 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .88 2170.57 236.20 -1.00 5.00 2152.19 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .89 2125.19 236.37 -1.00 5.00 2107.17 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .90 2077.95 235.92 -1.00 5.00 2058.61 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.85 287.52 246.49 1.65 5.00 287.44 245.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4228E+02 EXCESS= .0000E+00 OUTFLOW= .4229E+02 BASIN STORAGE= .4300E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.87 284.64 244.09 1.62 5.00 284.19 245.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4163E+02 EXCESS= .0000E+00 OUTFLOW= .4163E+02 BASIN STORAGE= .4430E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.89 280.96 245.28 1.60 5.00 280.70 245.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4110E+02 EXCESS= .0000E+00 OUTFLOW= .4110E+02 BASIN STORAGE= .4718E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 3.91 277.18 246.33 1.58 5.00 276.82 245.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4064E+02 EXCESS= .0000E+00 OUTFLOW= .4064E+02 BASIN STORAGE= .4153E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.88 2669.95 238.42 7.81 5.00 2660.53 240.00 7.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3079E+03 EXCESS= .0000E+00 OUTFLOW= .3079E+03 BASIN STORAGE= .5439E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.90 2597.01 239.06 7.65 5.00 2589.80 240.00 7.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3016E+03 EXCESS= .0000E+00 OUTFLOW= .3016E+03 BASIN STORAGE= .5094E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.91 2547.26 239.04 7.53 5.00 2539.40 240.00 7.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2968E+03 EXCESS= .0000E+00 OUTFLOW= .2968E+03 BASIN STORAGE= .4860E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH50 MANE 1.93 2497.08 239.00 7.41 5.00 2489.09 240.00 7.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2922E+03 EXCESS= .0000E+00 OUTFLOW= .2922E+03 BASIN STORAGE= .5561E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.44 2799.85 241.50 6.32 5.00 2798.23 240.00 6.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3289E+03 EXCESS= .0000E+00 OUTFLOW= .3289E+03 BASIN STORAGE= .6852E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.47 2726.99 241.59 6.19 5.00 2723.86 240.00 6.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3223E+03 EXCESS= .0000E+00 OUTFLOW= .3223E+03 BASIN STORAGE= .7873E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.48 2678.96 240.97 6.09 5.00 2670.80 240.00 6.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3172E+03 EXCESS= .0000E+00 OUTFLOW= .3172E+03 BASIN STORAGE= .6578E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 2.50 2629.84 240.34 6.00 5.00 2624.53 240.00 6.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3124E+03 EXCESS= .0000E+00 OUTFLOW= .3124E+03 BASIN STORAGE= .6919E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.66 2904.94 241.42 5.59 5.00 2870.15 240.00 5.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3435E+03 EXCESS= .0000E+00 OUTFLOW= .3435E+03 BASIN STORAGE= .5355E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.68 2826.71 242.31 5.48 5.00 2794.73 240.00 5.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3367E+03 EXCESS= .0000E+00 OUTFLOW= .3368E+03 BASIN STORAGE= .4597E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.70 2770.21 242.50 5.39 5.00 2739.70 240.00 5.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3315E+03 EXCESS= .0000E+00 OUTFLOW= .3315E+03 BASIN STORAGE= .5224E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01A MANE 1.71 2724.61 242.47 5.31 5.00 2690.24 240.00 5.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3265E+03 EXCESS= .0000E+00 OUTFLOW= .3265E+03 BASIN STORAGE= .4766E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.36 2996.90 241.91 4.79 5.00 2967.25 245.00 4.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3608E+03 EXCESS= .0000E+00 OUTFLOW= .3608E+03 BASIN STORAGE= .3776E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.37 2921.31 241.71 4.70 5.00 2894.88 245.00 4.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3537E+03 EXCESS= .0000E+00 OUTFLOW= .3537E+03 BASIN STORAGE= .4290E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.38 2863.44 242.23 4.63 5.00 2843.08 245.00 4.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3483E+03 EXCESS= .0000E+00 OUTFLOW= .3483E+03 BASIN STORAGE= .4010E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 1.39 2813.59 242.58 4.56 5.00 2795.13 245.00 4.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3431E+03 EXCESS= .0000E+00 OUTFLOW= .3431E+03 BASIN STORAGE= .4062E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.37 289.84 236.21 1.88 5.00 288.16 235.00 1.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3961E+02 EXCESS= .0000E+00 OUTFLOW= .3961E+02 BASIN STORAGE= .4088E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.39 287.01 237.48 1.85 5.00 284.67 235.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3904E+02 EXCESS= .0000E+00 OUTFLOW= .3905E+02 BASIN STORAGE= .4414E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.41 284.24 238.51 1.83 5.00 281.51 240.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3860E+02 EXCESS= .0000E+00 OUTFLOW= .3861E+02 BASIN STORAGE= .3687E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 3.42 279.82 236.01 1.81 5.00 278.71 240.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3820E+02 EXCESS= .0000E+00 OUTFLOW= .3820E+02 BASIN STORAGE= .4019E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.69 369.82 236.62 1.86 5.00 369.39 235.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5047E+02 EXCESS= .0000E+00 OUTFLOW= .5047E+02 BASIN STORAGE= .1998E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.70 364.94 236.11 1.83 5.00 364.63 235.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4973E+02 EXCESS= .0000E+00 OUTFLOW= .4974E+02 BASIN STORAGE= .2223E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.71 360.55 235.52 1.81 5.00 360.49 235.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4917E+02 EXCESS= .0000E+00 OUTFLOW= .4917E+02 BASIN STORAGE= .2099E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE 1.71 357.16 236.51 1.79 5.00 356.80 235.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4866E+02 EXCESS= .0000E+00 OUTFLOW= .4866E+02 BASIN STORAGE= .2305E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.27 415.33 235.19 1.84 5.00 415.22 235.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5661E+02 EXCESS= .0000E+00 OUTFLOW= .5661E+02 BASIN STORAGE= .1587E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.28 409.86 235.15 1.81 5.00 409.75 235.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5579E+02 EXCESS= .0000E+00 OUTFLOW= .5579E+02 BASIN STORAGE= .1574E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.28 405.24 234.94 1.79 5.00 405.20 235.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5515E+02 EXCESS= .0000E+00 OUTFLOW= .5515E+02 BASIN STORAGE= .1638E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE 1.29 400.85 234.61 1.77 5.00 400.79 235.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5456E+02 EXCESS= .0000E+00 OUTFLOW= .5456E+02 BASIN STORAGE= .1636E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .79 500.86 231.33 1.84 5.00 498.52 230.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6749E+02 EXCESS= .0000E+00 OUTFLOW= .6749E+02 BASIN STORAGE= .1132E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .80 494.00 231.05 1.82 5.00 491.40 230.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6651E+02 EXCESS= .0000E+00 OUTFLOW= .6651E+02 BASIN STORAGE= .1055E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .80 488.33 231.30 1.79 5.00 485.84 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6575E+02 EXCESS= .0000E+00 OUTFLOW= .6575E+02 BASIN STORAGE= .1074E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .81 483.05 231.48 1.78 5.00 480.78 230.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6505E+02 EXCESS= .0000E+00 OUTFLOW= .6505E+02 BASIN STORAGE= .1144E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .70 578.77 230.81 1.80 5.00 577.88 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7683E+02 EXCESS= .0000E+00 OUTFLOW= .7683E+02 BASIN STORAGE= .1000E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .70 570.68 230.74 1.77 5.00 569.57 230.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7571E+02 EXCESS= .0000E+00 OUTFLOW= .7571E+02 BASIN STORAGE= .9826E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .71 563.74 230.40 1.75 5.00 562.90 230.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7482E+02 EXCESS= .0000E+00 OUTFLOW= .7482E+02 BASIN STORAGE= .1070E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .71 558.26 230.66 1.73 5.00 557.10 230.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7401E+02 EXCESS= .0000E+00 OUTFLOW= .7401E+02 BASIN STORAGE= .9883E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .69 681.49 226.09 1.74 5.00 677.61 225.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8981E+02 EXCESS= .0000E+00 OUTFLOW= .8981E+02 BASIN STORAGE= .1103E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .69 671.21 226.09 1.71 5.00 667.68 230.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8846E+02 EXCESS= .0000E+00 OUTFLOW= .8846E+02 BASIN STORAGE= .1049E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .69 663.20 225.80 1.69 5.00 659.89 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8740E+02 EXCESS= .0000E+00 OUTFLOW= .8740E+02 BASIN STORAGE= .1115E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .70 656.10 226.07 1.67 5.00 652.89 230.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8644E+02 EXCESS= .0000E+00 OUTFLOW= .8644E+02 BASIN STORAGE= .1119E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 158.93 250.00 1.84 5.00 158.93 250.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2408E+02 EXCESS= .0000E+00 OUTFLOW= .2408E+02 BASIN STORAGE= .1914E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 156.78 250.00 1.82 5.00 156.78 250.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2373E+02 EXCESS= .0000E+00 OUTFLOW= .2373E+02 BASIN STORAGE= .1898E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 155.06 250.00 1.80 5.00 155.06 250.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2345E+02 EXCESS= .0000E+00 OUTFLOW= .2346E+02 BASIN STORAGE= .1885E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA13-CA MANE 5.00 153.56 250.00 1.78 5.00 153.56 250.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2321E+02 BASIN STORAGE= .1874E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 34.82 250.00 .29 5.00 34.82 250.00 .29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5608E+01 EXCESS= .0000E+00 OUTFLOW= .5609E+01 BASIN STORAGE= .7616E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 34.31 250.00 .29 5.00 34.31 250.00 .29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5521E+01 EXCESS= .0000E+00 OUTFLOW= .5522E+01 BASIN STORAGE= .7554E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 33.91 250.00 .28 5.00 33.91 250.00 .28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5451E+01 EXCESS= .0000E+00 OUTFLOW= .5452E+01 BASIN STORAGE= .7505E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW40AN MANE 5.00 33.56 250.00 .28 5.00 33.56 250.00 .28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5390E+01 EXCESS= .0000E+00 OUTFLOW= .5391E+01 BASIN STORAGE= .7350E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .68 743.51 225.92 1.35 5.00 739.96 225.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1002E+03 EXCESS= .0000E+00 OUTFLOW= .1002E+03 BASIN STORAGE= .1050E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .68 732.14 225.95 1.33 5.00 728.55 225.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9868E+02 EXCESS= .0000E+00 OUTFLOW= .9868E+02 BASIN STORAGE= .1047E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .68 723.48 225.68 1.31 5.00 719.99 225.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9748E+02 EXCESS= .0000E+00 OUTFLOW= .9748E+02 BASIN STORAGE= .1049E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .69 715.41 226.00 1.30 5.00 711.77 225.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9641E+02 EXCESS= .0000E+00 OUTFLOW= .9641E+02 BASIN STORAGE= .1085E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .80 785.30 225.94 1.37 5.00 782.53 225.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+03 EXCESS= .0000E+00 OUTFLOW= .1057E+03 BASIN STORAGE= .1306E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .80 773.27 225.73 1.35 5.00 770.64 225.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1041E+03 EXCESS= .0000E+00 OUTFLOW= .1041E+03 BASIN STORAGE= .1279E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .81 764.17 225.99 1.33 5.00 761.32 225.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1029E+03 EXCESS= .0000E+00 OUTFLOW= .1029E+03 BASIN STORAGE= .1266E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .81 755.25 226.21 1.31 5.00 752.58 225.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1017E+03 EXCESS= .0000E+00 OUTFLOW= .1017E+03 BASIN STORAGE= .1277E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .79 825.50 225.54 1.37 5.00 823.63 225.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+03 EXCESS= .0000E+00 OUTFLOW= .1106E+03 BASIN STORAGE= .1344E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .80 812.96 226.12 1.35 5.00 810.99 225.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1089E+03 EXCESS= .0000E+00 OUTFLOW= .1089E+03 BASIN STORAGE= .1310E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .80 803.37 225.63 1.34 5.00 801.25 225.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1076E+03 EXCESS= .0000E+00 OUTFLOW= .1076E+03 BASIN STORAGE= .1290E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .80 794.62 225.86 1.32 5.00 792.20 225.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1064E+03 EXCESS= .0000E+00 OUTFLOW= .1064E+03 BASIN STORAGE= .1306E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.27 81.77 234.77 1.48 5.00 81.76 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1259E+02 EXCESS= .0000E+00 OUTFLOW= .1259E+02 BASIN STORAGE= .6420E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.29 80.42 235.71 1.45 5.00 80.22 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1239E+02 EXCESS= .0000E+00 OUTFLOW= .1239E+02 BASIN STORAGE= .6957E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.30 79.35 236.48 1.43 5.00 79.02 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1223E+02 EXCESS= .0000E+00 OUTFLOW= .1223E+02 BASIN STORAGE= .6405E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFW41AN MANE 4.31 78.46 237.17 1.42 5.00 78.04 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1209E+02 EXCESS= .0000E+00 OUTFLOW= .1209E+02 BASIN STORAGE= .7114E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .46 3781.14 240.34 2.92 5.00 3773.17 240.00 2.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4888E+03 EXCESS= .0000E+00 OUTFLOW= .4888E+03 BASIN STORAGE= .1396E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .46 3693.03 240.78 2.86 5.00 3684.89 240.00 2.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4797E+03 EXCESS= .0000E+00 OUTFLOW= .4797E+03 BASIN STORAGE= .1432E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .46 3625.34 240.74 2.82 5.00 3615.97 240.00 2.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4727E+03 EXCESS= .0000E+00 OUTFLOW= .4727E+03 BASIN STORAGE= .1367E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .47 3567.93 240.46 2.78 5.00 3557.48 240.00 2.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4662E+03 EXCESS= .0000E+00 OUTFLOW= .4662E+03 BASIN STORAGE= .1350E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .49 3815.82 240.82 2.86 5.00 3807.49 240.00 2.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4993E+03 EXCESS= .0000E+00 OUTFLOW= .4993E+03 BASIN STORAGE= .1503E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .50 3728.63 240.61 2.81 5.00 3718.56 240.00 2.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4901E+03 EXCESS= .0000E+00 OUTFLOW= .4901E+03 BASIN STORAGE= .1524E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .50 3658.63 240.42 2.77 5.00 3649.41 240.00 2.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4830E+03 EXCESS= .0000E+00 OUTFLOW= .4830E+03 BASIN STORAGE= .1512E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .50 3600.70 240.48 2.73 5.00 3590.43 240.00 2.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4763E+03 EXCESS= .0000E+00 OUTFLOW= .4763E+03 BASIN STORAGE= .1517E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.66 261.62 226.93 1.87 5.00 259.27 230.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3103E+02 EXCESS= .0000E+00 OUTFLOW= .3103E+02 BASIN STORAGE= .1792E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.67 257.62 228.15 1.84 5.00 255.78 230.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3058E+02 EXCESS= .0000E+00 OUTFLOW= .3059E+02 BASIN STORAGE= .1943E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.67 255.13 227.48 1.82 5.00 253.20 230.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3023E+02 EXCESS= .0000E+00 OUTFLOW= .3023E+02 BASIN STORAGE= .1825E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.68 252.99 226.68 1.80 5.00 250.50 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2992E+02 EXCESS= .0000E+00 OUTFLOW= .2993E+02 BASIN STORAGE= .1799E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .79 368.23 226.39 1.80 5.00 367.85 230.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4340E+02 EXCESS= .0000E+00 OUTFLOW= .4340E+02 BASIN STORAGE= .1020E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .80 362.98 228.44 1.78 5.00 362.97 230.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4277E+02 EXCESS= .0000E+00 OUTFLOW= .4277E+02 BASIN STORAGE= .9627E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .80 359.04 229.42 1.76 5.00 358.97 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4226E+02 EXCESS= .0000E+00 OUTFLOW= .4226E+02 BASIN STORAGE= .1006E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .81 355.38 226.37 1.74 5.00 355.14 230.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4181E+02 EXCESS= .0000E+00 OUTFLOW= .4181E+02 BASIN STORAGE= .9531E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDFLAM MANE .75 30.42 243.00 -1.00 5.00 25.62 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE .75 26.58 244.50 -1.00 5.00 22.36 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE .75 22.38 246.00 -1.00 5.00 16.00 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RDFLAM MANE .50 17.90 247.00 -1.00 5.00 14.46 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .54 782.66 230.46 1.67 5.00 780.98 230.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9526E+02 EXCESS= .0000E+00 OUTFLOW= .9526E+02 BASIN STORAGE= .8730E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .55 771.06 230.71 1.64 5.00 769.56 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9375E+02 EXCESS= .0000E+00 OUTFLOW= .9375E+02 BASIN STORAGE= .9028E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .55 761.95 230.71 1.62 5.00 760.45 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9249E+02 EXCESS= .0000E+00 OUTFLOW= .9249E+02 BASIN STORAGE= .8754E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .55 753.96 230.62 1.60 5.00 752.25 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9136E+02 EXCESS= .0000E+00 OUTFLOW= .9136E+02 BASIN STORAGE= .8730E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.23 850.85 230.42 1.65 5.00 849.30 230.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1039E+03 EXCESS= .0000E+00 OUTFLOW= .1039E+03 BASIN STORAGE= .2224E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.23 838.34 230.56 1.62 5.00 836.55 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1022E+03 EXCESS= .0000E+00 OUTFLOW= .1022E+03 BASIN STORAGE= .2059E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.24 828.33 230.43 1.60 5.00 826.67 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+03 EXCESS= .0000E+00 OUTFLOW= .1009E+03 BASIN STORAGE= .2063E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.24 819.35 230.19 1.58 5.00 818.41 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9963E+02 EXCESS= .0000E+00 OUTFLOW= .9963E+02 BASIN STORAGE= .2113E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.26 928.53 229.69 1.63 5.00 928.48 230.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1161E+03 EXCESS= .0000E+00 OUTFLOW= .1161E+03 BASIN STORAGE= .2410E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.26 914.83 229.82 1.60 5.00 914.75 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+03 EXCESS= .0000E+00 OUTFLOW= .1143E+03 BASIN STORAGE= .2190E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.27 903.65 230.92 1.58 5.00 903.41 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1127E+03 EXCESS= .0000E+00 OUTFLOW= .1127E+03 BASIN STORAGE= .2209E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.27 894.97 230.58 1.56 5.00 894.09 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1114E+03 EXCESS= .0000E+00 OUTFLOW= .1114E+03 BASIN STORAGE= .2379E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .66 1135.62 229.93 1.60 5.00 1135.59 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1394E+03 EXCESS= .0000E+00 OUTFLOW= .1394E+03 BASIN STORAGE= .1220E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .67 1118.71 229.99 1.58 5.00 1118.70 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1371E+03 EXCESS= .0000E+00 OUTFLOW= .1371E+03 BASIN STORAGE= .1251E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .67 1104.50 230.47 1.55 5.00 1104.26 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1352E+03 EXCESS= .0000E+00 OUTFLOW= .1352E+03 BASIN STORAGE= .1282E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .67 1093.10 230.10 1.54 5.00 1092.85 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1336E+03 EXCESS= .0000E+00 OUTFLOW= .1336E+03 BASIN STORAGE= .1227E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.81 1329.57 230.62 1.53 5.00 1326.04 230.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1604E+03 EXCESS= .0000E+00 OUTFLOW= .1604E+03 BASIN STORAGE= .5835E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.83 1306.10 232.05 1.51 5.00 1301.26 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1577E+03 EXCESS= .0000E+00 OUTFLOW= .1578E+03 BASIN STORAGE= .5642E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.84 1290.51 230.44 1.49 5.00 1287.71 230.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1556E+03 EXCESS= .0000E+00 OUTFLOW= .1556E+03 BASIN STORAGE= .5700E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.86 1277.43 231.44 1.47 5.00 1270.27 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1537E+03 EXCESS= .0000E+00 OUTFLOW= .1537E+03 BASIN STORAGE= .6018E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 178.05 250.00 1.46 5.00 178.05 250.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2318E+02 EXCESS= .0000E+00 OUTFLOW= .2318E+02 BASIN STORAGE= .4078E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 175.19 250.00 1.44 5.00 175.19 250.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2279E+02 EXCESS= .0000E+00 OUTFLOW= .2279E+02 BASIN STORAGE= .4045E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 172.90 250.00 1.42 5.00 172.90 250.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2248E+02 EXCESS= .0000E+00 OUTFLOW= .2248E+02 BASIN STORAGE= .4018E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH64-A MANE 5.00 170.90 250.00 1.40 5.00 170.90 250.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2220E+02 EXCESS= .0000E+00 OUTFLOW= .2221E+02 BASIN STORAGE= .3994E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.09 1584.00 231.73 1.50 5.00 1577.92 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2013E+03 EXCESS= .0000E+00 OUTFLOW= .2013E+03 BASIN STORAGE= .2320E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.10 1555.49 232.39 1.47 5.00 1552.57 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1979E+03 EXCESS= .0000E+00 OUTFLOW= .1979E+03 BASIN STORAGE= .2332E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.10 1537.14 232.35 1.45 5.00 1532.26 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1952E+03 EXCESS= .0000E+00 OUTFLOW= .1952E+03 BASIN STORAGE= .2486E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.11 1516.41 231.41 1.44 5.00 1513.23 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1928E+03 EXCESS= .0000E+00 OUTFLOW= .1928E+03 BASIN STORAGE= .2303E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.18 1699.34 232.77 1.47 5.00 1697.45 235.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2151E+03 EXCESS= .0000E+00 OUTFLOW= .2151E+03 BASIN STORAGE= .2572E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.18 1669.09 234.40 1.44 5.00 1668.23 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2115E+03 EXCESS= .0000E+00 OUTFLOW= .2115E+03 BASIN STORAGE= .2793E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.19 1648.99 232.08 1.42 5.00 1646.69 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2085E+03 EXCESS= .0000E+00 OUTFLOW= .2085E+03 BASIN STORAGE= .2584E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.20 1626.85 232.05 1.40 5.00 1625.78 235.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2059E+03 EXCESS= .0000E+00 OUTFLOW= .2059E+03 BASIN STORAGE= .2811E-02 PERCENT ERROR= .0
*** NORMAL END OF HEC-1 ***