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 12:51:09 * * (916) 756-1104 *
* * * *
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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 = BOULDER4.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 = BOULDER.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 = AREA UPSTREAM OF CFW5 REMOVED (SERIES C)
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 CE2EA-C
45 BA 0.126
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 86.8
56 UD 0.428
*
57 KK RCE2EA
58 KM ROUTE CE2EA TO CR4C1
59 KM SPRING MOUNTAIN ROAD
60 RD 7600 0.01 0.016 0 TRAP 0 50
*
61 KK R4C1
62 BA 0.272
63 PB 2.77
64 LS 0 93.4
65 UD 0.419
*
66 KK CR4C1
67 KM COMBINE R4C1 AND RCE2EA
68 KM SPRING MOUNTAIN AND VALLEY VIEW
69 HC 2
*
70 KK RCR4C1
71 KM ROUTE CR4C1 TO CCE3FA
72 KM FACILITY = VALLEY VIEW DRAIN
73 KM FACILITY # = FWVV 0000, 0025
74 KM LINING = RCB
75 RD 2285 0.003 0.015 0 TRAP 10 0
*
76 KK CE2EC
77 BA 0.264
78 PB 2.77
79 LS 0 83.1
80 UD 0.308
*
81 KK RCE2EC
82 KM ROUTE CE2EC TO CCE2ED-C
83 KM DESERT INN
84 RD 5000 0.0144 0.016 0 TRAP 0 50
*
85 KK CE2ED-C
86 BA 0.313
87 PB 2.77
88 LS 0 91.7
89 UD 0.401
*
1 HEC-1 INPUT PAGE 3
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
90 KKCCE2ED-C
91 KM COMBINE RCE2EC AND CE2ED-C
92 KM DESERT INN AND DECATUR
93 HC 2
*
94 KK DCCE2ED
95 KM FLOW SPLIT TO CPS03
96 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY
97 KM REMAINING FLOW FLOWS EAST ON DESERT INN
98 KM DIDN FROM CITY WIDE
99 DT DCPS03
100 DI 0 1 100 200 300 390
101 DQ 0 0 60 120 172 210
*
102 KKRDCCE2ED
103 KM ROUTE DCCE2ED TO CE3FA
104 KM DESERT INN
105 RD 5100 0.0137 0.016 0 TRAP 0 50
*
106 KK CE3FA
107 BA 0.357
108 PB 2.77
109 LS 0 93.7
110 UD 0.412
*
111 KK CCE3FA
112 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA
113 KM DESERT INN AND VALLEY VIEW
114 HC 3
*
115 KK RCCE3FA
116 KM ROUTE CCE3FA TO CCPS06
117 KM FACILITY = VALLEY VIEW DRAIN
118 KM FACILITY # = FWVV 0000
119 KM LINING = RCB
120 RD 500 0.003 0.015 0 TRAP 12 0
*
121 KK PS01-C
122 BA 0.407
123 PB 2.77
124 LS 0 85.4
125 UD 0.364
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
126 KK RPS01-C
127 KM ROUTE PS01-C TO CPS03
128 KM FACILITY = PALMYRA/SIRIUS DRAIN
129 KM FACILITY # = FWPS 0157
130 KM LINING = RCP
131 RD 2600 0.0115 0.013 0 CIRC 8
*
132 KK PS03
133 BA 0.193
134 PB 2.77
135 LS 0 90.4
136 UD 0.226
*
137 KK CPS03
138 KM COMBINE RPS01-C AND PS03
139 KM DECATUR AND PALMYRA
140 HC 2
*
141 KK ED01
142 BA 0.254
143 PB 2.77
144 LS 0 85.9
145 UD 0.379
*
146 KK RED01
147 KM ROUTE ED01 TO CED02
148 KM EDNA AVENUE
149 RD 5100 0.0139 0.016 0 TRAP 0 50
*
150 KK ED02
151 BA 0.312
152 PB 2.77
153 LS 0 88.7
154 UD 0.407
*
155 KK ED11
156 BA 0.242
157 PB 2.77
158 LS 0 85.3
159 UD 0.370
*
160 KK ED12
161 BA 0.198
162 PB 2.77
163 LS 0 90.5
164 UD 0.337
*
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
165 KK CED12
166 KM COMBINE ED11 AND ED12
167 KM JONES AND ELDORA
168 HC 2
*
169 KK RCED12
170 KM ROUTE CED12 TO CED13
171 KM ELDORA STREET
172 RD 5100 0.0135 0.016 0 TRAP 0 50
*
173 KK ED13
174 BA 0.208
175 PB 2.77
176 LS 0 91.8
177 UD 0.382
*
178 KK CED13
179 KM COMBINE RCED12 AND ED13
180 KM DECATUR AND ELDORA
181 HC 2
*
182 KK RCED13
183 KM ROUTE CED13 TO CED02
184 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL
185 KM FACILITY # = PSDE 0025
186 KM LINING = RCB
187 RD 1320 0.0025 0.015 0 TRAP 10 0
*
188 KK CED02
189 KM COMBINE RED01, ED02, AND RCED13
190 KM DECATUR AND EDNA
191 HC 3
*
192 KK RCED02
193 KM ROUTE CED02 TO CPS03
194 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL
195 KM FACILITY # = PSDE 0000
196 KM LINING = RCB
197 RD 1330 0.0038 0.015 0 TRAP 12 0
*
198 KK DCPS03
199 KM RETRIEVE DPS03
200 DR DCPS03
*
1 HEC-1 INPUT PAGE 6
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
201 KK RDPS03
202 KM ROUTE DCPS03 TO CPS03
203 KM DECATUR
204 RD 1200 0.0033 0.016 0 TRAP 0 50
*
205 KK CCPS03
206 KM COMBINE CPS03, RDPS03 AND RCED02
207 KM DECATUR AND PALMYRA
208 HC 3
*
209 KK RCCPS03
210 KM ROUTE CCPS03 TO CPS06
211 KM FACILITY = PALMYRA/SIRIUS DRAIN
212 KM FACILITY # = FWPS 0057
213 KM LINING = RCP
214 RD 5280 0.0128 0.015 0 TRAP 10 0
*
215 KK PS06-C
216 BA 0.387
217 PB 2.77
218 LS 0 91.5
219 UD 0.317
*
220 KK CPS06
221 KM COMBINE RCPS03 AND PS06-C
222 KM VALLEY VIEW AND SIRIUS
223 HC 2
*
224 KK CCPS06
225 KM COMBINE CPS06 AND RCCE3FA
226 KM VALLEY VIEW AND SIRIUS
227 HC 2
*
228 KK RCCPS06
229 KM ROUTE CCPS06 TO CRCPS06
230 KM FACILITY = PALMYRA/SIRIUS DRAIN
231 KM FACILITY # = FWPS 0000
232 KM LINING = RCB
233 RD 3000 0.015 0.015 0 TRAP 12 0
*
234 KK FW09
235 BA 0.255
236 PB 2.77
237 LS 0 94.0
238 UD 0.399
*
1 HEC-1 INPUT PAGE 7
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
239 KK DSPM
240 KM DIVERT FLOW TO SPRING MTN./I-15 INTERCHANGE DETENTION BASIN
241 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999
242 DT DSM
243 DI 0 50 100 200 300 400 1000 2000
244 DQ 0 0 20 60 160 260 260 260
*
245 KK RDSPM
246 KM ROUTE DSPM TO CCE3FD-C
247 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999
248 KM LINING = RCP
249 RD 1390 0.0046 0.015 0 CIRC 5
*
250 KK CE3FD-C
251 BA 0.281
252 PB 2.77
253 LS 0 94.0
254 UD 0.431
*
255 KKCCE3FD-C
256 KM COMBINE RDSPM AND CE3FD-C
257 KM FREEWAY CHANNEL AND DESERT INN
258 HC 2
*
259 KK RCCE3FD
260 KM ROUTE CCE3FD-C TO CRCPS06
261 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
262 KM FACILITY # = FW15 0301
263 KM LINING = CONCRETE
264 RD 1300 0.0042 0.015 0 TRAP 12 2
*
265 KK CRCPS06
266 KM COMBINE RCCCE3FD AND RCCPS06
267 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA
268 HC 2
*
269 KKRCRCPS06
270 KM ROUTE CRCPS06 TO CPS08
271 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
272 KM FACILITY # = FW15 0271
273 KM LINING = RCB
274 RD 1520 0.0059 0.015 0 TRAP 24 0
*
1 HEC-1 INPUT PAGE 8
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
275 KK PS08
276 BA 0.179
277 PB 2.77
278 LS 0 92.3
279 UD 0.238
*
280 KK CPS08
281 KM COMBINE RCRCPS06 AND PS08
282 KM FREEWAY CHANNEL AND SUBBASIN PS08
283 HC 2
*
284 KK ED05-C
285 BA 0.441
286 PB 2.77
287 LS 0 91.3
288 UD 0.495
*
289 KK RED05-C
290 KM ROUTE ED05-C TO CCPS08
291 KM EDNA AVENUE
292 RD 1900 0.0158 0.016 0 TRAP 0 50
*
293 KK CCPS08
294 KM COMBINE CPS08 AND RED05-C
295 KM EDNA AND FREEWAY CHANNEL
296 HC 2
*
297 KK RCCPS08
298 KM ROUTE CCPS08 TO CED10-C
299 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
300 KM FACILITY # = FW15 0242
301 KM LINING = RCB
302 RD 1500 0.0093 0.015 0 TRAP 24 0
*
303 KK ED10-C
304 BA 0.217
305 PB 2.77
306 LS 0 90.8
307 UD 0.293
*
308 KK CED10-C
309 KM COMBINE RCCPS08 AND ED10-C
310 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C
311 HC 2
*
1 HEC-1 INPUT PAGE 9
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
312 KKRCED10-C
313 KM ROUTE CED10-C TO CSA08
314 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
315 KM FACILITY # = FW15 0214
316 KM LINING = RCB
317 RD 1610 0.0073 0.015 0 TRAP 24 0
*
318 KK SA06-C
319 BA 0.203
320 PB 2.77
321 LS 0 93.7
322 UD 0.384
*
323 KK RSA06-C
324 KM ROUTE SA06-C TO CSA08
325 KM FACILITY = FREEWAY CHANNEL SAHARA
326 KM FACILITY # = FWSA 0000
327 KM LINING = RCB
328 RD 5700 0.0149 0.015 0 TRAP 7 0
*
329 KK SA08
330 BA 0.218
331 PB 2.77
332 LS 0 94.0
333 UD 0.265
*
334 KK CSA08
335 KM COMBINE RSA06-C AND SA08
336 KM FREEWAY CHANNEL AND SAHARA AVENUE
337 HC 2
*
338 KK CCSA08
339 KM COMBINE RCED10-C AND CSA08
340 KM FREEWAY CHANNEL AND SAHARA AVENUE
341 HC 2
*
342 KK DCCSA08
343 KM DIVERT OUT ALL FLOW EXCEEDING 1450 CFS TO REDUCE FLOWS @ CHARLESTON
344 KM SPLIT 50/50
345 KM FLOW DIVERTED TO PROPOSED SAHARA FACILITY
346 DT DSAHARA
347 DI 0 1000 2000 2900 6000
348 DQ 0 500 1000 1450 4550
*
1 HEC-1 INPUT PAGE 10
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
349 KK RCCSA08
350 KM ROUTE CCSA08 TO COK11-C
351 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15
352 KM FACILITY # = FW15 0125,0150,0175
353 KM LINING = RCB
354 RD 3402 0.008 0.015 0 TRAP 20 0
*
355 KK CH14-C
356 BA 0.168
357 PB 2.77
358 LS 0 91.6
359 UD 0.432
*
360 KK RCH14-C
361 KM ROUTE CH14-C TO COK09-C
362 KM OAKEY
363 RD 2225 0.022 0.016 0 TRAP 0 50
*
364 KK OK09-C
365 BA 0.377
366 PB 2.77
367 LS 0 91.8
368 UD 0.606
*
369 KK COK09-C
370 KM COMBINE RCH14-C AND OK09-C
371 KM OAKEY AND CAMPBELL
372 HC 2
*
373 KKRCOK09-C
374 KM ROUTE COK09-C TO COK10
375 KM FACILITY = OAKEY DRAIN
376 KM FACILITY # = FWOK 0040, 0060, 0076
377 KM LINING = RCB
378 RD 2300 0.015 0.015 0 TRAP 5 0
*
379 KK OK10
380 BA 0.307
381 PB 2.77
382 LS 0 90.7
383 UD 0.379
*
1 HEC-1 INPUT PAGE 11
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
384 KK COK10
385 KM COMBINE RCOK09-C AND OK10
386 KM OAKEY AND VILLA DE CONDE
387 HC 2
*
388 KK RCOK10
389 KM ROUTE COK10 TO 1COK11C
390 KM FACILITY = OAKEY DRAIN
391 KM FACILITY # = FWOK 0000, 0020, 0040
392 KM LINING = RCB
393 RD 3100 0.006 0.015 0 TRAP 10 0
*
394 KK OK11-C
395 BA 0.308
396 PB 2.77
397 LS 0 90.2
398 UD 0.528
*
399 KK 1COK11C
400 KM COMBINE RCOK10, AND OK11-C
401 KM OAKEY DRAIN @ FREEWAY CHANNEL
402 HC 2
*
403 KK COK11C
404 KM COMBINE RCCSA08 AND 1COK11C
405 KM FREEWAY CHANNEL AND OAKEY
406 HC 2
*
407 KK RCOK11C
408 KM ROUTE COK11C TO CCWAL2
409 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
410 KM FACILITY # = FW15 0100
411 KM LINING = RCB
412 RD 1575 0.0017 0.015 0 TRAP 36 0
*
413 KK WAL1
414 BA 0.209
415 PB 2.77
416 LS 0 88.7
417 UD 0.316
*
418 KK RWAL1
419 KM ROUTE WAL1 TO CWAL2
420 KM WALDMAN
421 RD 3100 0.0081 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 12
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
422 KK WAL2
423 BA 0.245
424 PB 2.77
425 LS 0 86.1
426 UD 0.367
*
427 KK CWAL2
428 KM COMBINE RWAL1 AND WAL2
429 HC 2
*
430 KK CCWAL2
431 KM COMBINE RCOK11C AND CWAL2
432 KM FREEWAY CHANNEL AND WALDMAN
433 HC 2
*
434 KK RCCWAL2
435 KM ROUTE CCWAL2 TO CCH50
436 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
437 KM FACILITY # = FW15 0089, 0050
438 KM LINING = RCB
439 RD 1850 0.0017 0.015 0 TRAP 36 0
*
440 KK CH50
441 BA 0.258
442 PB 2.77
443 LS 0 94.3
444 UD 0.544
*
445 KK CCH50
446 KM COMBINE RCCWAL2 AND CH50
447 KM COMBINATION AT FREEWAY CHANNEL
448 HC 2
*
449 KK CH15-C
450 BA 0.237
451 PB 2.77
452 LS 0 91.3
453 UD 0.332
*
454 KK RCH15-C
455 KM ROUTE CH15-C TO CCH18-C
456 KM CHARLESTON
457 RD 3900 0.0103 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 13
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
458 KK CH18-C
459 BA 0.290
460 PB 2.774
461 LS 0 90.1
462 UD 0.327
*
463 KK CCH18-C
464 KM COMBINE RCH15-C AND CH18-C
465 KM RANCHO DR AND CHARLESTON
466 HC 2
*
467 KKRCCH18-C
468 KM ROUTE CCH18-C TO CCCH18-C
469 KM FACILITY = WEST CHARLESTON DRAINS
470 KM FACILITY # = FWCH 0044, 0047
471 KM LINING = RCB
472 RD 850 0.0205 0.015 0 TRAP 7 0
*
473 KK AL92
474 BA 0.429
475 PB 2.77
476 LS 0 83.9
477 UD 0.489
*
478 KK DAL92
479 KM FLOW SPLIT TO AL93
480 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO
481 KM FROM PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PB, 1999)
482 DT DAL93
483 DI 0 310 1000
484 DQ 0 120 390
*
485 KK RDAL92
486 KM ROUTE DAL92 TO CAL95
487 KM RANCHO
488 RD 1300 0.0015 0.016 0 TRAP 0 50
*
489 KK AL95-C
490 BA 0.192
491 PB 2.77
492 LS 0 84.7
493 UD 0.313
*
1 HEC-1 INPUT PAGE 14
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
494 KK CAL95
495 KM COMBINE RDAL92 AND AL95-C
496 KM RANCHO AND PALOMINO
497 HC 2
*
498 KKRCAL95-C
499 KM ROUTE CAL95 TO CCCH18-C
500 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO
501 KM FACILITY # = CHRA 0000, 0006, 0014
502 KM LINING = RCB
503 RD 1326 0.015 0.015 0 TRAP 5 0
*
504 KKCCCH18-C
505 KM COMBINE RCAL95-C AND RCCH18-C
506 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS
507 HC 2
*
508 KKRCCCH18C
509 KM ROUTE CCCH18-C TO CCH22
510 KM FACILITY = WEST CHARLESTON DRAINS
511 KM FACILITY # = FWCH 0000, 0020, 0036
512 KM LINING = RCP
513 RD 2975 0.0074 0.015 0 TRAP 10
*
514 KK CH22-C
515 BA 0.230
516 PB 2.77
517 LS 0 94.7
518 UD 0.422
*
519 KK CCH22
520 KM COMBINE RCCCH18C AND CH22-C
521 KM I15 AND CHARLESTON
522 HC 2
*
523 KK CCCH22
524 KM COMBINE CCH50 AND CCH22
525 KM FREEWAY CHANNEL AND CHARLESTON
526 HC 2
*
527 KK RCCCH22
528 KM ROUTE CCCH22 TO CAL96
529 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
530 KM FACILITY # = FW15 0010, 0038
531 KM LINING = RCB
532 RD 2622 0.0017 0.015 0 TRAP 36 0
*
1 HEC-1 INPUT PAGE 15
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
533 KK AL96-C
534 BA 0.181
535 PB 2.77
536 LS 0 94.6
537 UD 0.350
*
538 KK CAL96
539 KM COMBINE RCCH22 AND AL96-C
540 KM FREEWAY CHANNEL AND ALTA
541 HC 2
*
542 KK RCAL96
543 KM ROUTE CAL96 TO CAL93
544 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15
545 KM FACILITY # = FW15 0000
546 KM LINING = RCB
547 RD 2170 0.0017 0.015 0 TRAP 36 0
*
548 KK DAL93
549 KM RETRIEVE DAL93
550 DR DAL93
*
551 KK RDAL93
552 KM ROUTE DAL93 TO CAL93
553 KM ALTA
554 RD 5500 0.0046 0.016 0 TRAP 0 50
*
555 KK AL93-C
556 BA 0.524
557 PB 2.77
558 LS 0 91.0
559 UD 0.367
*
560 KK CAL93
561 KM COMBINE RCAL96, RDAL93, AND AL93-C
562 KM COMBINATION WITH LAS VEGAS CREEK
563 HC 3
*
564 KK 1-GOLF
565 BA 0.362
566 PB 2.83
567 LS 0 86.6
568 UD 0.323
*
1 HEC-1 INPUT PAGE 16
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
569 KK R1-GOLF
570 KM ROUTE 1-GOLF TO C2a-OAK
571 KM VIA OLIVERO
572 RD 2600 0.0269 0.016 0 TRAP 0 50
*
573 KK2a-OAK-C
574 BA 0.314
575 PB 2.77
576 LS 0 87.7
577 UD 0.313
*
578 KK C2a-OAK
579 KM COMBINE R1-GOLFC AND 2a-OAK-C
580 KM BUFFALO AND VIA OLIVERO
581 HC 2
*
582 KKRC2a-OAK
583 KM ROUTE C2a-OAK TO C3-ELP-C
584 KM VIA OLIVERO
585 RD 4000 0.025 0.016 0 TRAP 0 50
*
586 KK 3-ELP-C
587 BA 0.209
588 PB 2.77
589 LS 0 90.2
590 UD 0.253
*
591 KKC3-ELP-C
592 KM COMBINE RC2a-OAK AND 3-ELP-C
593 KM VIA OLIVERO AND MECH 0400
594 HC 2
*
595 KKRC3-ELPC
596 KM ROUTE RC3-ELPC TO C3a-OAKC
597 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
598 KM FACILITY # = MECH 0400
599 KM LINING = RCB
600 RD 1300 0.0143 0.015 0 TRAP 10 0
*
601 KK3a-OAK-C
602 BA 0.432
603 PB 2.77
604 LS 0 85.7
605 UD 0.283
*
1 HEC-1 INPUT PAGE 17
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
606 KKC3a-OAKC
607 KM COMBINE RC3-ELPC AND 3a-OAK-C
608 KM O'BANNON AND MECH 0378
609 HC 2
*
610 KKRC3aOAKC
611 KM ROUTE C3a-OAKC TO OAKEYIN
612 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
613 KM FACILITY # = MECH 0338, 0378
614 KM LINING = RCB
615 RD 2805 0.016 0.015 0 TRAP 10 0
*
616 KK3-HOLM-C
617 BA 0.331
618 PB 2.77
619 LS 0 90.7
620 UD 0.342
*
621 KKR3-HOLMC
622 KM ROUTE R3-HOLMC TO C5-OAK-C
623 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
624 KM FACILITY # = MECH 0334, 0337, 0351
625 KM LINING = RCP
626 RD 1700 0.005 0.013 0 CIRC 7.5 0
*
627 KK 5-OAK-C
628 BA 0.232
629 PB 2.77
630 LS 0 88.0
631 UD 0.248
*
632 KKC5-OAK-C
633 KM COMBINE R3-HOLMC AND 5-OAK-C
634 KM OAKEY DETENTION BASIN
635 HC 2
*
636 KK OAKEYIN
637 KM COMBINE RC3aOAKC AND C5-OAK-C
638 KM OAKEY DETENTION BASIN
639 KO 1
640 HC 2
*
1 HEC-1 INPUT PAGE 18
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
641 KK OAKEYDB
642 KM OAKEY DETENTION BASIN
643 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
644 KM FACILITY # = MECH 0324
645 KM STORAGE VOLUME = 201 ACRE-FEET
646 KM OUTLET = 1-15" OUTLET PIPE
647 KM 100-YEAR DISCHARGE = 32 CFS
648 KM SPILLWAY LENGTH = 290 FEET
649 KM SPILLWAY HEIGHT =
650 KM SPILLWAY CREST ELEVATION = 2348.5'
651 KM SPILLWAY TYPE =
652 KM PMF DISCHARGE =
653 KM TOP OF EMBANKMENT ELEVATION =
654 KO 1
655 RS 1 STOR 0
656 SV 0 2 6 14 25 40 57 77 101 130
657 SV 144 159 174 191 201 206 219 231 244 256
658 SE 26 28 30 31 34 36 38 40 42 44
659 SE 45 46 47 48 48.5 49 50 51 52 53
660 SS 48.5 290 3.1 1.5
661 SL 26 1.4 0.65 0.5
*
662 KK OAKEYOT
663 KM ROUTE OAKEYDB TO CCOK08
664 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
665 KM FACILITY # = MECH 0108, 0310, 0323
666 KM LINING = RCP
667 RD 9750 0.0143 0.013 0 CIRC 2.5
*
668 KK SA01-C
669 BA 0.263
670 PB 2.77
671 LS 0 94.5
672 UD 0.340
*
673 KK RSA01-C
674 KM ROUTE SA01-C TO CSA05
675 KM SAHARA
676 RD 5200 0.0144 0.016 0 TRAP 0 50
*
677 KK SA05
678 BA 0.176
679 PB 2.77
680 LS 0 93.2
681 UD 0.318
*
1 HEC-1 INPUT PAGE 19
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
682 KK CSA05
683 KM COMBINE RSA01-C AND SA05
684 KM SAHARA AND DECATUR
685 HC 2
*
686 KK RCSA05
687 KM ROUTE CSA05 TO CSA06
688 KM FACILITY = MEADOWS OAKEY DRAIN
689 KM FACILITY # = MEOK 0217
690 KM LINING = RCB
691 RD 1276 0.0044 0.015 0 TRAP 12 0
*
692 KK SA06
693 BA 0.079
694 PB 2.77
695 LS 0 93.7
696 UD 0.193
*
697 KK CSA06
698 KM COMBINE RCSA05 AND SA06
699 KM O'BANNON AND DECATUR
700 HC 2
*
701 KK OK06-C
702 BA 0.174
703 PB 2.77
704 LS 0 91.1
705 UD 0.302
*
706 KK ROK06-C
707 KM ROUTE OK06-C TO COK07
708 KM OBANNON
709 RD 5100 0.0147 0.016 0 TRAP 0 50
*
710 KK OK07
711 BA 0.241
712 PB 2.77
713 LS 0 87.1
714 UD 0.335
*
715 KK COK07
716 KM COMBINE OK07, ROK06-C, AND CSA06
717 KM O'BANNON AND DECATUR
718 HC 3
*
1 HEC-1 INPUT PAGE 20
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
719 KK RCOK07
720 KM ROUTE COK07 TO COK04-C
721 KM FACILITY = MEADOWS OAKEY DRAIN
722 KM FACILITY # = MEOK 0191, 0204
723 KM LINING = RCB
724 RD 1315 0.0071 0.015 0 TRAP 12 0
*
725 KK OK03-C
726 BA 0.363
727 PB 2.77
728 LS 0 90.8
729 UD 0.317
*
730 KK ROK03-C
731 KM ROUTE OK03-C TO COK04-C
732 KM OAKEY
733 RD 5100 0.016 0.016 0 TRAP 0 50
*
734 KK OK04-C
735 BA 0.198
736 PB 2.77
737 LS 0 85.7
738 UD 0.365
*
739 KK COK04-C
740 KM COMBINE ROK03-C, OK04-C AND RCOK07
741 KM OAKEY AND DECATUR
742 HC 3
*
743 KKRCOK04-C
744 KM ROUTE COK04-C TO COK08
745 KM FACILITY = MEADOWS OAKEY DRAIN
746 KM FACILITY # = MEOK 0166
747 KM LINING = RCB
748 RD 1350 0.0045 0.015 0 TRAP 12 0
*
749 KK OK08
750 BA 0.083
751 PB 2.77
752 LS 0 91.0
753 UD 0.184
*
1 HEC-1 INPUT PAGE 21
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
754 KK COK08
755 KM COMBINE RCOK04-C AND OK08
756 KM DEL RAY AND DECATUR
757 HC 2
*
758 KK CCOK08
759 KM COMBINE COK08 AND OAKEYOT
760 KM DEL RAY AND DECATUR
761 HC 2
*
762 KK RCCOK08
763 KM ROUTE CCOK08 TO COK12
764 KM FACILITY = MEADOWS OAKEY DRAIN
765 KM FACILITY # = MEOK 0110
766 KM LINING = RCB
767 RD 2946 0.0077 0.015 0 TRAP 12 0
*
768 KK CH04-C
769 BA 0.175
770 PB 2.77
771 LS 0 92.7
772 UD 0.240
*
773 KK RCH04-C
774 KM ROUTE CH04-C TO CCH05-C
775 KM FACILITY = MEADOWS CHARLESTON
776 KM FACILITY # = MECN 0223
777 KM LINING = RCB
778 RD 3100 0.0204 0.015 0 TRAP 6 0
*
779 KK CH05-C
780 BA 0.163
781 PB 2.77
782 LS 0 94.3
783 UD 0.329
*
784 KK CCH05-C
785 KM COMBINE RCH04-C AND CH05-C
786 KM TORREY PINES AND CHARLESTON
787 HC 2
*
788 KKRCCH05-C
789 KM ROUTE CCH05-C TO CCH09-C
790 KM FACILITY = MEADOWS CHARLESTON
791 KM FACILITY # = MECN 0123
792 KM LINING = RCB
793 RD 5200 0.0164 0.015 0 TRAP 8 0
*
1 HEC-1 INPUT PAGE 22
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
794 KK CH09-C
795 BA 0.378
796 PB 2.77
797 LS 0 91.5
798 UD 0.341
*
799 KK CCH09-C
800 KM COMBINE RCCH05-C AND CH09-C
801 KM CHARLESTON AND LINDELL
802 HC 2
*
803 KKRCCH09-C
804 KM ROUTE CCH09-C TO CCH10
805 KM FACILITY = MEADOWS CHARLESTON
806 KM FACILITY # = MECN 0061
807 KM LINING = RCB
808 RD 3300 0.0182 0.015 0 TRAP 8 0
*
809 KK CH10
810 BA 0.279
811 PB 2.77
812 LS 0 93.1
813 UD 0.222
*
814 KK CCH10
815 KM COMBINE RCCH09-C AND CH10
816 KM CHARLESTON AND DECATUR
817 HC 2
*
818 KK RCCH10
819 KM ROUTE CCH10 TO COK12
820 KM FACILITY = MEADOWS CHARLESTON
821 KM FACILITY # = MECN 0000
822 KM LINING = RCB
823 RD 1570 0.0109 0.015 0 TRAP 9 0
*
824 KK OK12
825 BA 0.050
826 PB 2.77
827 LS 0 95.6
828 UD 0.163
*
1 HEC-1 INPUT PAGE 23
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
829 KK COK12
830 KM COMBINE RCCOK08, RCCH10 AND OK12
831 KM CHARLESTON AND MEOK 0110
832 HC 3
*
833 KK RCOK12
834 KM ROUTE COK12 TO CCH14B
835 KM FACILITY = MEADOWS OAKEY DRAIN
836 KM FACILITY # = MEOK 0079, 0091
837 KM LINING = RCB
838 RD 1633 0.005 0.015 0 TRAP 18 0
*
839 KK CH14B
840 BA 0.217
841 PB 2.77
842 LS 0 90.8
843 UD 0.356
*
844 KK CCH14B
845 KM COMBINE RCOK12 AND CCH14B
846 KM HINSON AND CHARLESTON
847 HC 2
*
848 KK RCCH14B
849 KM ROUTE CCH14B TO COK13
850 KM FACILITY = MEADOWS OAKEY DRAIN
851 KM FACILITY # = MEOK 0000, 0048
852 KM LINING = RCB
853 RD 1950 0.005 0.015 0 TRAP 18 0
*
854 KK OK13
855 BA 0.099
856 PB 2.77
857 LS 0 92.7
858 UD 0.376
*
859 KK COK13
860 KM COMBINE RCCH14B AND OK13
861 KM FULTON PLACE AND VALLEY VIEW
862 HC 2
*
863 KK RCOK13
864 KM ROUTE COK13 TO CCAL16
865 KM FACILITY = MEADOWS OAKEY DRAIN
866 KM FACILITY # = MEOK 0000, 0017
867 KM LINING = RCB
868 RD 2450 0.0091 0.015 0 TRAP 19 0
*
1 HEC-1 INPUT PAGE 24
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
869 KK R1
870 BA 0.086
871 PB 2.77
872 LS 0 90.6
873 UD 0.210
*
874 KK PR1
875 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
876 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
877 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN
878 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON
879 RS 1 ELEV 10.1
880 SV 0 2.7 3.5
881 SE 10.1 13.7 14.7
882 SQ 0 90 113
*
883 KK RPR1
884 KM ROUTE PR1 TO CR2
885 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT
886 RD 2900 0.0103 0.016 0 TRAP 0 50
*
887 KK R3
888 BA 0.275
889 PB 2.77
890 LS 0 91.3
891 UD 0.297
*
892 KK R2
893 BA 0.045
894 PB 2.77
895 LS 0 90.7
896 UD 0.228
*
897 KK CR2
898 KM COMBINE RPR1, R2 AND R3
899 KM ALTA AND LORENZI
900 HC 3
*
901 KK DCR2
902 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN
903 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH
904 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN
905 DT DAL00A
906 DI 0 150 1000
907 DQ 0 0 850
*
1 HEC-1 INPUT PAGE 25
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
908 KK RDCR2
909 KM ROUTE DCR2 TO CAL01A
910 KM FACILITY = MEADOWS - ALTA
911 KM FACILITY # = MEAL 0160, 0209
912 KM LINING = RCP
913 RD 4300 0.015 0.013 0 CIRC 4
*
914 KK AL01A
915 BA 0.123
916 PB 2.77
917 LS 0 90.5
918 UD 0.254
*
919 KK CAL01A
920 KM COMBINE AL01A AND RDCR2
921 KM ALTA AND JONES
922 HC 2
*
923 KK RCAL01A
924 KM ROUTE CAL01A TO CUS
925 KM FACILITY = MEADOWS - ALTA
926 KM FACILITY # = MEAL 0150, 0160
927 KM LINING = RCP
928 RD 1100 0.0125 0.013 0 CIRC 3
*
929 KK US
930 BA 0.030
931 PB 2.77
932 LS 0 90.5
933 UD 0.171
*
934 KK CUS
935 KM COMBINE RAL01A AND US
936 KM ALTA AND JONES
937 HC 2
*
938 KK AL04-C
939 BA 0.179
940 PB 2.77
941 LS 0 90.3
942 UD 0.346
*
1 HEC-1 INPUT PAGE 26
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
943 KK RAL04-C
944 KM ROUTE AL04-C TO CCUS
945 KM FACILITY = MEADOWS - ALTA
946 KM FACILITY # = MEAL 0130
947 KM LINING = RCB
948 RD 1150 0.004 0.015 0 TRAP 6 0
*
949 KK CCUS
950 KM COMBINE CUS AND RAL04-C
951 KM ALTA AND JONES
952 HC 2
*
953 KK RCCUS
954 KM ROUTE CCUS TO CAL05-C
955 KM FACILITY = MEADOWS - ALTA
956 KM FACILITY # = MEAL 0120
957 KM LINING = RCP
958 RD 1900 0.01 0.013 0 CIRC 5 0
*
959 KK AL05-C
960 BA 0.234
961 PB 2.77
962 LS 0 90.5
963 UD 0.376
*
964 KK GS
965 BA 0.037
966 PB 2.77
967 LS 0 90.5
968 UD 0.190
*
969 KK DGS
970 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
971 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
972 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM
973 DT DGSR
974 DI 0 27 72
975 DQ 0 0 36
*
976 KK CAL05-C
977 KM COMBINE RCCUS, ALO5-C AND DGS
978 KM ALTA AND UPLAND
979 HC 3
*
1 HEC-1 INPUT PAGE 27
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
980 KKRCAL05-C
981 KM ROUTE CAL05-C TO CBR3
982 KM FACILITY = MEADOWS - ALTA
983 KM FACILITY # = MEAL 0100, 0120
984 KM LINING = RCP
985 RD 2000 0.01 0.013 0 CIRC 5
*
986 KK BR3
987 BA 0.074
988 PB 2.77
989 LS 0 91.4
990 UD 0.157
*
991 KK CBR3
992 KM COMBINE BR3 AND RCAL05-C
993 KM ALTA AND WILDSHIRE
994 HC 2
*
995 KK RCBR3
996 KM ROUTE CBR3 TO CAL11-C
997 KM FACILITY = MEADOWS - ALTA
998 KM FACILITY # = MEAL 0060, 0100
999 KM LINING = RCP
1000 RD 1400 0.01 0.013 0 CIRC 5
*
1001 KK AL09-C
1002 BA 0.162
1003 PB 2.77
1004 LS 0 90.6
1005 UD 0.252
*
1006 KK RAL09-C
1007 KM ROUTE AL09-C TO CAL11-C
1008 KM EVERGREEN / DECATUR
1009 RD 2400 0.0083 0.016 0 TRAP 0 50
*
1010 KK DGSR
1011 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS
1012 DR DGSR
*
1013 KK RDGSR
1014 KM ROUTE DGSR TO CAL11-C
1015 KM EVERGREEN / DECATUR
1016 RD 4600 0.0152 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 28
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1017 KK AL11-C
1018 BA 0.130
1019 PB 2.77
1020 LS 0 94.4
1021 UD 0.316
*
1022 KK CAL11-C
1023 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C
1024 KM ALTA AND DECATUR
1025 HC 4
*
1026 KKRCAL11-C
1027 KM ROUTE CAL11-C TO CAL10-C
1028 KM FACILITY = MEADOWS - ALTA
1029 KM FACILITY # = MEAL 0015
1030 KM LINING = RCP
1031 RD 2500 0.0194 0.013 0 CIRC 6
*
1032 KK AL10-C
1033 BA 0.048
1034 PB 2.77
1035 LS 0 91.5
1036 UD 0.245
*
1037 KK CAL10-C
1038 KM COMBINE RCAL11-C AND AL10-C
1039 KM ALTA AND BEDFORD
1040 HC 2
*
1041 KKRCAL10-C
1042 KM ROUTE CAL10-C TO CAL13-3
1043 KM FACILITY = MEADOWS - ALTA
1044 KM FACILITY # = MEAL 0000,0012,0013
1045 KM LINING = CONCRETE
1046 RD 1180 0.0158 0.015 0 TRAP 8 1
*
1047 KK AL13-3
1048 BA 0.059
1049 PB 2.77
1050 LS 0 90.5
1051 UD 0.171
*
1 HEC-1 INPUT PAGE 29
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1052 KK CAL13-3
1053 KM COMBINE RCAL10-C AND AL13-3
1054 KM ALTA AND VALLEY VIEW
1055 HC 2
*
1056 KK AL14
1057 BA 0.457
1058 PB 2.77
1059 LS 0 93.3
1060 UD 0.525
*
1061 KK RAL14
1062 KM ROUTE AL14 TO CAL16
1063 KM VALLEY VIEW
1064 RD 1300 0.0115 0.016 0 TRAP 0 50
*
1065 KK AL16
1066 BA 0.148
1067 PB 2.77
1068 LS 0 92.2
1069 UD 0.326
*
1070 KK 1CAL16
1071 KM COMBINE CAL13-3, RAL14, AND AL16
1072 KM ALTA AND VALLEY VIEW
1073 HC 3
*
1074 KK AL09
1075 BA 0.097
1076 PB 2.77
1077 LS 0 90.4
1078 UD 0.282
*
1079 KK RAL09
1080 KM ROUTE AL09 TO CCH14A
1081 KM FULTON
1082 RD 1500 0.0133 0.016 0 TRAP 0 50
*
1083 KK CH14A
1084 BA 0.148
1085 PB 2.77
1086 LS 0 89.4
1087 UD 0.340
*
1 HEC-1 INPUT PAGE 30
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1088 KK CCH14A
1089 KM COMBINE RAL09 AND CH14A
1090 KM VALLEY VIEW AND FULTON
1091 HC 2
*
1092 KK RCCH14A
1093 KM ROUTE CCH14A TO CAL16
1094 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM
1095 KM FACILITY # = MEPA 0000
1096 KM LINING = RCB
1097 RD 1370 0.005 0.015 0 TRAP 10 0
*
1098 KK CAL16
1099 KM COMBINE 1CAL16 AND RCCH14A
1100 KM ALTA AND VALLEY VIEW
1101 HC 2
*
1102 KK RCAL16
1103 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)
1104 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1105 KM FACILITY # = LCME 0070,0076,0077
1106 KM LINING = CONCRETE
1107 RD 973 0.0189 0.015 0 TRAP 18 1
*
1108 KK CCAL16
1109 KM COMBINE RCAL16 AND RCOK13
1110 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE
1111 HC 2
*
1112 KK RCCAL16
1113 KM ROUTE CCAL16 TO CAL90-C
1114 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1115 KM FACILITY # = LCME 0040
1116 KM LINING = CONCRETE
1117 RD 525 0.004 0.015 0 TRAP 40 0
*
1118 KK AL90-C
1119 BA 0.171
1120 PB 2.77
1121 LS 0 91.9
1122 UD 0.328
*
1 HEC-1 INPUT PAGE 31
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1123 KK CAL90-C
1124 KM COMBINE RCCAL16 AND AL90-C
1125 HC 2
*
1126 KKRCAL90-C
1127 KM ROUTE CAL90-C TO MEADOWIN
1128 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1129 KM FACILITY # = LCME 0026, 0028
1130 KM LINING = CONCRETE
1131 RD 1030 0.004 0.015 0 TRAP 42 0
*
1132 KK MEDB
1133 BA 0.230
1134 PB 2.77
1135 LS 0 86.9
1136 UD 0.193
*
1137 KKMEADOWIN
1138 KM COMBINE RCAL90-C AND MEDB
1139 KM COMBINATION AT MEADOWS DETENTION BASIN
1140 KO 1
1141 HC 2
*
1142 KKMEADOWDB
1143 KM MEADOWS DETENTION BASIN
1144 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1145 KM FACILITY # = LCME 0021
1146 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)
1147 KM UPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 20
1148 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT
1149 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)
1150 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB
1151 KM 100-YEAR DISCHARGE =
1152 KM SPILLWAY LENGTH = 150 FT
1153 KM SPILLWAY HEIGHT =
1154 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)
1155 KM SPILLWAY TYPE = OGEE
1156 KM PMF DISCHARGE =
1157 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT
1158 KO 1
1159 RS 1 STOR 0
1160 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02
1161 SV 174.64 196.67 211.98 213.27 235.09 309.3
1162 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43
1163 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5
1164 SQ 0 202.1 400 500 600 700 800 900 1000 1100
1165 SQ 1200 1300 1365 1380 1428 5248
*
1 HEC-1 INPUT PAGE 32
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1166 KKMEADOWOT
1167 KM ROUTE MEADOWDB TO CRMEDET
1168 KM FACILITY = LAS VEGAS CREEK - MEADOWS
1169 KM FACILITY # = LCME 0000,0016,0018
1170 KM LINING = RCB
1171 RD 1145 0.0072 0.015 0 TRAP 14 0
*
1172 KK DAL00A
1173 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA
1174 DR DAL00A
*
1175 KK RDAL00A
1176 KM ROUTE DAL00A TO RAINBWIN
1177 KM FACILITY = LAS VEGAS CREEK - LORENZI
1178 KM FACILITY # = LCLO 0000, 0008
1179 KM LINING = RCB
1180 RD 2860 0.004 0.015 0 TRAP 7 0
*
1181 KK AL00A
1182 BA 0.474
1183 PB 2.77
1184 LS 0 90.8
1185 UD 0.355
*
1186 KK AL00A-C
1187 BA 0.230
1188 PB 2.77
1189 LS 0 93.0
1190 UD 0.305
*
1191 KKRAINBWIN
1192 KM COMBINE RDAL00A, AL00A AND AL00A-C
1193 KM COMBINATION AT RAINBOW DETENTION BASIN
1194 HC 3
*
1195 KKRAINBWDB
1196 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)
1197 KM FACILITY = LAS VEGAS CREEK CHANNEL
1198 KM FACILITY # = LCCH 0513
1199 KM REFERENCED FROM THE 90% DESIGN REPORT FOR
1200 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)
1201 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION
1202 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE
1203 KM 100-YEAR DISCHARGE =
1204 KM SPILLWAY LENGTH = 137.8 FT
1205 KM SPILLWAY HEIGHT =
1206 KM SPILLWAY CREST ELEVATION = 2391.5 FT
1207 KM SPILLWAY TYPE = BROAD-CRESTED WEIR
1 HEC-1 INPUT PAGE 33
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1208 KM PMF DISCHARGE =
1209 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT
1210 KO 1
1211 RS 1 STOR 0
1212 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81
1213 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79
1214 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373
1215 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5
1216 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72
1217 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000
*
1218 KKRAINBWOT
1219 KM ROUTE RAINBWDB TO CLC01-C
1220 KM FACILITY = LAS VEGAS CREEK CHANNEL
1221 KM FACILITY # = LCCH 0499
1222 KM LINING = RCP
1223 RD 665 0.0188 0.013 0 CIRC 3.5
*
1224 KK LC01-C
1225 BA 0.089
1226 PB 2.77
1227 LS 0 91.8
1228 UD 0.301
*
1229 KK CLC01-C
1230 KM COMBINE RAINBWOT AND LC01-C
1231 KM US 95, EAST OF RAINBOW BLVD
1232 HC 2
*
1233 KKRCLC01-C
1234 KM ROUTE CLC01-C TO CWA02-C
1235 KM FACILITY = LAS VEGAS CREEK CHANNEL
1236 KM FACILITY # = LCCH 0402,0412,0438,0458,0478
1237 KM LINING = RCP
1238 RD 5165 0.0108 0.013 0 CIRC 5
*
1239 KK WA02-C
1240 BA 0.269
1241 PB 2.77
1242 LS 0 91.5
1243 UD 0.334
*
1244 KK CWA02-C
1245 KM COMBINE RCLC01-C AND WA02-C
1246 KM JONES AND US 95
1247 HC 2
*
1 HEC-1 INPUT PAGE 34
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1248 KK AL01B-C
1249 BA 0.367
1250 PB 2.77
1251 LS 0 90.5
1252 UD 0.401
*
1253 KKCCWA02-C
1254 KM COMBINE CWA02-C AND AL01B-C
1255 KM JONES AND US 95
1256 HC 2
*
1257 KKRCCWA02C
1258 KM ROUTE CCWA02-C TO CLC11-C
1259 KM FACILITY = LAS VEGAS CREEK CHANNEL
1260 KM FACILITY # = LCCH 0302, 0377, 0400
1261 KM LINING = RCB
1262 RD 6870 0.0249 0.015 0 TRAP 8 0
*
1263 KK LC11-C
1264 BA 0.384
1265 PB 2.77
1266 LS 0 91.3
1267 UD 0.361
*
1268 KK CLC11-C
1269 KM COMBINE RCCCWA02C AND LC11-C
1270 KM DECATUR AND US 95
1271 HC 2
*
1272 KKRCLC11-C
1273 KM ROUTE CLC11-C TO CLC14-C
1274 KM FACILITY = LAS VEGAS CREEK CHANNEL
1275 KM FACILITY # = LCCH 0230, 0270
1276 KM LINING = RCB
1277 RD 2140 0.0174 0.015 0 TRAP 12 0
*
1278 KK LC14-C
1279 BA 0.320
1280 PB 2.77
1281 LS 0 90.6
1282 UD 0.423
*
1 HEC-1 INPUT PAGE 35
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1283 KK CLC14-C
1284 KM COMBINE RCLC11-C AND LC14-C
1285 KM VALLEY VIEW AND US 95
1286 HC 2
*
1287 KK WA10-C
1288 BA 0.447
1289 PB 2.77
1290 LS 0 87.8
1291 UD 0.367
*
1292 KK WA10D
1293 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN
1294 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1295 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED
1296 DT WA10NW
1297 DI 0 10 250 275 300 800 1000 3000
1298 DQ 0 0 0 25 50 550 750 2750
*
1299 KK RWA10D
1300 KM ROUTE WA10D TO CCLC14-C
1301 KM FACILITY = LAS VEGAS CREEK LATERAL
1302 KM FACILITY # = LCLT 0000,0006
1303 KM LINING = CONCRETE
1304 RD 1855 0.005 0.015 0 TRAP 10 0
*
1305 KKCCLC14-C
1306 KM COMBINE CLC14-C AND RWA10D
1307 KM VALLEY VIEW AND US 95
1308 HC 2
*
1309 KK RCCLC14
1310 KM ROUTE CCLC14-C TO CRMEDET
1311 KM FACILITY = LAS VEGAS CREEK CHANNEL
1312 KM FACILITY # = LCCH 0157,0188
1313 KM LINING = RCB
1314 RD 3875 0.0106 0.015 0 TRAP 24 0
*
1315 KK CRMEDET
1316 KM COMBINE MEADOWOT AND RCCLC14
1317 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK
1318 HC 2
*
1 HEC-1 INPUT PAGE 36
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1319 KKRCRMEDET
1320 KM ROUTE CRMEDET TO CCLC16-C
1321 KM FACILITY = LAS VEGAS CREEK CHANNEL
1322 KM FACILITY # = LCCH 0114,0127,0129,0150,0154
1323 KM LINING = RCB
1324 RD 2305 0.005 0.015 0 TRAP 28 0
*
1325 KK LC16-C
1326 BA 0.312
1327 PB 2.774
1328 LS 0 88.0
1329 UD 0.342
*
1330 KKOG011AC2
1331 BA 0.120
1332 PB 2.77
1333 LS 0 92.0
1334 UD 0.219
*
1335 KK OG011AD
1336 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM
1337 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1338 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH
1339 DT OG011D
1340 DI 0 45 100 500 994 10000
1341 DQ 0 0 55 455 949 9955
*
1342 KKROG011AD
1343 KM ROUTE OG011AD TO CWA01-C
1344 KM WASHINGTON
1345 RD 3200 0.0171 0.016 0 TRAP 0 50
*
1346 KK WA01-C
1347 BA 0.195
1348 PB 2.77
1349 LS 0 88.7
1350 UD 0.249
*
1351 KK CWA01-C
1352 KM COMBINE ROG011A-C2D AMD WA01-C
1353 KM TORREY PINES AND WASHINGTON
1354 HC 2
*
1 HEC-1 INPUT PAGE 37
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1355 KK RWA01
1356 KM ROUTE WA01-C TO CWA04-C
1357 KM WASHINGTON
1358 RD 5300 0.0142 0.016 0 TRAP 0 50
*
1359 KK WA04-C
1360 BA 0.197
1361 PB 2.77
1362 LS 0 87.7
1363 UD 0.474
*
1364 KK CWA04-C
1365 KM COMBINE RWA01 AND WA04-C
1366 KM MICHAEL AND WASHINGTON
1367 HC 2
*
1368 KK RCWA04
1369 KM ROUTE CWA04-C TO CWA09-C
1370 KM FACILITY = FREEWAY CHANNEL
1371 KM FACILITY # = LV15 0602
1372 KM LINING = RCP
1373 RD 5980 0.0159 0.013 0 CIRC 8
*
1374 KK WA09-C
1375 BA 0.101
1376 PB 2.77
1377 LS 0 91.3
1378 UD 0.363
*
1379 KK CWA09-C
1380 KM COMBINE RCWA04 AND WA09-C
1381 KM VALLEY VIEW AND WASHINGTON
1382 HC 2
*
1383 KK RCWA09
1384 KM ROUTE CWA09-C TO CWA10NW
1385 KM FACILITY = FREEWAY CHANNEL
1386 KM FACILITY # = LV15 0528
1387 KM LINING = RCB
1388 RD 700 0.0119 0.015 0 TRAP 8
*
1389 KK WA10NW
1390 KM RETURN FLOW FROM WA10NW
1391 DR WA10NW
*
1 HEC-1 INPUT PAGE 38
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1392 KK CWA10NW
1393 KM COMBINE RCWA09 AND WA10NW
1394 KM VALLEY VIEW AND WASHINGTON
1395 HC 2
*
1396 KKRCWA10NW
1397 KM ROUTE CWA10NW TO CWA13-C
1398 KM FACILITY = FREEWAY CHANNEL
1399 KM FACILITY # = LV15 0528
1400 KM LINING = RCB
1401 RD 4420 0.0119 0.015 0 TRAP 8 0
*
1402 KK WA13-C
1403 BA 0.333
1404 PB 2.77
1405 LS 0 89.8
1406 UD 0.264
*
1407 KK CWA13-C
1408 KM COMBINE RCWA10NW AND WA13-C
1409 KM RANCHO DRIVE AND WASHINGTON
1410 HC 2
*
1411 KK WA13D
1412 KM REFERENCED FROM US-95 WIDENING PROJECT
1413 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
1414 DT WA13NW
1415 DI 0 500 812 1000 1200
1416 DQ 0 197 322 391 473
*
1417 KK RWA13D
1418 KM ROUTE WA13D TO CLC16-C
1419 KM FACILITY = FREEWAY CHANNEL
1420 KM FACILITY # = LCRA 0000,0004,0050
1421 KM LINING = RCB
1422 RD 3100 0.0077 0.015 0 TRAP 12 0
*
1423 KK CLC16-C
1424 KM COMBINE LC16-C AND RWA13D
1425 KM RANCHO AND US 95
1426 HC 2
*
1 HEC-1 INPUT PAGE 39
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1427 KKCCLC16-C
1428 KM COMBINE RCRMEDET AND CLC16-C
1429 KM RANCHO AND US 95
1430 HC 2
*
1431 KK RCCLC16
1432 KM ROUTE CCLC16-C TO CLC20-C
1433 KM FACILITY = LAS VEGAS CREEK CHANNEL
1434 KM FACILITY # = LCCH 0013, 0051, 0110
1435 KM LINING = RCB
1436 RD 3700 0.006 0.015 0 TRAP 28 0
*
1437 KK LC20-C
1438 BA 0.174
1439 PB 2.77
1440 LS 0 91.4
1441 UD 0.483
*
1442 KK CLC20-C
1443 KM COMBINE RCCLC16 AND LC20-C
1444 KM MARTIN LUTHER KING AND US 95
1445 HC 2
*
1446 KKRCLC20-C
1447 KM ROUTE CLC20-C TO CCAL93
1448 KM FACILITY = LAS VEGAS CREEK CHANNEL
1449 KM FACILITY # = LCCH 0000,0013
1450 KM LINING = RCB
1451 RD 2765 0.0082 0.015 0 TRAP 24 0
*
1452 KK CCAL93
1453 KM COMBINE CAL93 AND RCLC20-C
1454 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)
1455 HC 2
*
1456 KK RCCAL93
1457 KM ROUTE CCAL93 TO CLC21
1458 KM FACILITY = WASHINGTON AVENUE CHANNEL
1459 KM FACILITY # = LVWH 0429,0431,0447,0484
1460 KM LINING = RCB
1461 RD 2410 0.0015 0.015 0 TRAP 43 0
*
1 HEC-1 INPUT PAGE 40
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1462 KK LC21
1463 BA 0.599
1464 PB 2.77
1465 LS 0 94.8
1466 UD 0.550
*
1467 KK CLC21
1468 KM COMBINE RCCAL93 AND LC21
1469 KM INDUSTRIAL AND US 95
1470 HC 2
*
1471 KK DCLC21
1472 KM FLOW SPLIT TO FACILITY LVOE 0345
1473 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY
1474 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY
1475 DT DLVOE
1476 DI 0 2870 10000
1477 DQ 0 0 7130
*
1478 KK RDCLC21
1479 KM ROUTE DCLC21 TO CV1-C
1480 KM FACILITY = WASHINGTON AVENUE CHANNEL
1481 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426
1482 KM LINING = RCB
1483 RD 4785 0.009 0.015 0 TRAP 12 0
*
1484 KK V1-C
1485 BA 0.282
1486 PB 2.77
1487 LS 0 92.0
1488 UD 0.339
*
1489 KK CH59-C
1490 BA 0.340
1491 PB 2.77
1492 LS 0 94.0
1493 UD 0.489
*
1494 KK DCH59-C
1495 KM FLOW SPLIT TO CH60A-C
1496 KM SPLIT TO FLAMINGO WASH SYSTEM
1497 KM DEVELOPED FROM CWH MODEL
1498 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)
1499 DT DFLAM
1500 DI 0 222 1000
1501 DQ 0 0 778
*
1 HEC-1 INPUT PAGE 41
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1502 KKDDCH59-C
1503 KM FLOW SPLIT TO BN03-C
1504 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS
1505 KM DBN00 IN CWH
1506 DT DBN03
1507 DI 0 167 1000
1508 DQ 0 0 833
*
1509 KK RDDCH59
1510 KM ROUTE DDCH59-C TO CV1-C
1511 KM 48" RCP UNDER LAS VEGAS BLVD
1512 KM LINING = RCP
1513 RD 3000 0.0217 0.013 0 CIRC 4
*
1514 KK CV1-C
1515 KM COMBINE RCLC21, V1-C, AND RDDCH59
1516 KM WASHINGTON AND LAS VEGAS BLVD
1517 HC 3
*
1518 KK RCV1-C
1519 KM ROUTE CV1-C TO CX-C1
1520 KM FACILITY = WASHINGTON AVENUE CHANNEL
1521 KM FACILITY # = LVWH 0240, 0305
1522 KM LINING = RCB
1523 RD 2750 0.015 0.015 0 TRAP 24 0
*
1524 KK X-C1
1525 BA 0.278
1526 PB 2.77
1527 LS 0 90.6
1528 UD 0.272
*
1529 KK CX-C1
1530 KM COMBINE RCV1-C AND X-C1
1531 KM WASHINGTON AND BRUCE
1532 HC 2
*
1533 KK RCX-C1
1534 KM ROUTE CX-C1 TO CN-C
1535 KM FACILITY = WASHINGTON AVENUE CHANNEL
1536 KM FACILITY # = LVWH 0240
1537 KM LINING = RCB
1538 RD 2540 0.015 0.015 0 TRAP 24 0
*
1 HEC-1 INPUT PAGE 42
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1539 KK M
1540 BA 0.267
1541 PB 2.77
1542 LS 0 90.2
1543 UD 0.426
*
1544 KK RM
1545 KM ROUTE M TO CN-C
1546 KM SEARLES TO EASTERN
1547 RD 3900 0.0064 0.016 0 TRAP 0 50
*
1548 KK N-C
1549 BA 0.264
1550 PB 2.77
1551 LS 0 88.5
1552 UD 0.408
*
1553 KK CN-C
1554 KM COMBINE RCX-C1, RM, AND N-C
1555 KM WASHINGTON AND EASTERN
1556 HC 3
*
1557 KK RCN-C
1558 KM ROUTE CN-C TO CP-C
1559 KM FACILITY = WASHINGTON AVENUE CHANNEL
1560 KM FACILITY # = LVWH 0155,0234
1561 KM LINING = RCB
1562 RD 2600 0.0068 0.015 0 TRAP 30 0
*
1563 KK P-C
1564 BA 0.309
1565 PB 2.77
1566 LS 0 87.4
1567 UD 0.397
*
1568 KK CP-C
1569 KM COMBINE RCN-C AND P-C
1570 KM WASHINGTON AND MOJAVE
1571 HC 2
*
1572 KK RCP-C
1573 KM ROUTE CP-C TO CQ-C
1574 KM FACILITY = WASHINGTON AVENUE CHANNEL
1575 KM FACILITY # = LVWH 0136,0155
1576 KM LINING = RCB
1577 RD 2600 0.0068 0.015 0 TRAP 30 0
*
1 HEC-1 INPUT PAGE 43
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1578 KK Q-C
1579 BA 0.258
1580 PB 2.77
1581 LS 0 85.6
1582 UD 0.408
*
1583 KK CQ-C
1584 KM COMBINE RCP-C AND Q-C
1585 KM WASHINGTON AND PECOS
1586 HC 2
*
1587 KK RCQ-C
1588 KM ROUTE CQ-C TO CLVW01-C
1589 KM FACILITY = WASHINGTON AVENUE CHANNEL
1590 KM FACILITY # = LVWH 0086,0087,0136
1591 KM LINING = RCB
1592 RD 3800 0.0033 0.015 0 TRAP 36 0
*
1593 KK LVW01-C
1594 BA 0.236
1595 PB 2.77
1596 LS 0 85.0
1597 UD 0.456
*
1598 KKCLVW01-C
1599 KM COMBINE RCQ-C AND LVW01-C
1600 KM COMBINATION OF FLOWS AT LAS VEGAS WASH
1601 HC 2
*
1602 KK DLVOE
1603 KM RETRIEVE DLVOE
1604 DR DLVOE
*
1605 KK RDLVOE
1606 KM ROUTE DLVOE TO CH-C1
1607 KM FACILITY = OWENS AVENUE CHANNEL
1608 KM FACILITY # = LVOE 0236,0331,0345
1609 KM LINING = RCB
1610 RD 7435 0.0133 0.015 0 TRAP 13 0
*
1611 KK H-C1
1612 BA 0.287
1613 PB 2.77
1614 LS 0 91.8
1615 UD 0.270
*
1 HEC-1 INPUT PAGE 44
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1616 KK CH-C1
1617 KM COMBINE H-C AND RDLVOE
1618 KM OWENS AND LAS VEGAS BLVD
1619 HC 2
*
1620 KK RCH-C1
1621 KM ROUTE CH-C1 TO CE-C
1622 KM FACILITY = OWENS AVENUE CHANNEL
1623 KM FACILITY # = LVOE 0134
1624 KM LINING = RCB
1625 RD 5380 0.01 0.015 0 TRAP 12 0
*
1626 KK E-C
1627 BA 0.614
1628 PB 2.77
1629 LS 0 87.2
1630 UD 0.395
*
1631 KK CE-C
1632 KM COMBINE RCH-C AND E-C
1633 KM OWENS AND EASTERN
1634 HC 2
*
1635 KK RCE-C
1636 KM ROUTE CE-C TO CG
1637 KM FACILITY = OWENS AVENUE CHANNEL
1638 KM FACILITY # = LVOE 0085
1639 KM LINING = RCB
1640 RD 2540 0.0062 0.015 0 TRAP 13 0
*
1641 KK G
1642 BA 0.233
1643 PB 2.77
1644 LS 0 84.2
1645 UD 0.422
*
1646 KK CG
1647 KM COMBINE RCE-C AND G
1648 KM OWENS AND STATZ
1649 HC 2
*
1650 KK RCG
1651 KM ROUTE CG TO CK-C1
1652 KM FACILITY = OWENS AVENUE CHANNEL
1653 KM FACILITY # = LVOE 0000
1654 KM LINING = RCB
1655 RD 4700 0.0047 0.015 0 TRAP 15 0
*
1 HEC-1 INPUT PAGE 45
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1656 KK K-C1
1657 BA 0.320
1658 PB 2.77
1659 LS 0 85.1
1660 UD 0.500
*
1661 KK CK-C1
1662 KM COMBINE RCG AND K-C1
1663 KM OWENS, AT LVMD 1354
1664 HC 2
*
1665 KK RCK-C1
1666 KM ROUTE CK-C1 TO CLVW01
1667 KM FACILITY = LAS VEGAS WASH MIDDLE
1668 KM FACILITY # = LVMD 1321
1669 KM LINING = CONCRETE
1670 RD 1950 0.004 0.015 0 TRAP 80 2
*
1671 KKCCLVW01C
1672 KM COMBINE CLVW01-C AND RCRCK-C
1673 KM COMBINATION OF LAS VEGAS WASH FLOWS
1674 HC 2
*
1675 KKRCCLVW01
1676 KM ROUTE CLVW01C TO CCBN15-C
1677 KM FACILITY = LAS VEGAS WASH MIDDLE
1678 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273
1679 KM LINING = CONCRETE
1680 RD 7445 0.004 0.015 0 TRAP 60 2
*
1681 KK BN06-C
1682 BA 0.340
1683 PB 2.77
1684 LS 0 89.3
1685 UD 0.201
*
1686 KK BN03-C
1687 BA 0.415
1688 PB 2.77
1689 LS 0 87.3
1690 UD 0.344
*
1 HEC-1 INPUT PAGE 46
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1691 KK DBN03
1692 KM RETREIVE DBN03
1693 DR DBN03
*
1694 KK RDBN03
1695 KM ROUTE DBN03 TO CBN03
1696 KM BONANZA
1697 RD 5900 0.0264 0.016 0 TRAP 0 50
*
1698 KK CBN03
1699 KM COMBINE BN06-C, BN03-C, AND RDBN03
1700 KM BONANZA AND EASTERN
1701 HC 3
*
1702 KK RCBN03
1703 KM ROUTE CBN03 TO CBN08
1704 KM FACILITY = LAS VEGAS WASH - BONANZA
1705 KM FACILITY # = LVBZ 0211,0224
1706 KM LINING = RCB
1707 RD 2980 0.0072 0.015 0 TRAP 8 0
*
1708 KK BN08
1709 BA 0.210
1710 PB 2.77
1711 LS 0 91.8
1712 UD 0.378
*
1713 KK CBN08
1714 KM COMBINE RCBN03 AND BN08
1715 KM BONANZA AND MOJAVE
1716 HC 2
*
1717 KK RCBN08
1718 KM ROUTE CBN08 TO CBN09
1719 KM FACILITY = LAS VEGAS WASH - BONANZA
1720 KM FACILITY # = LVBZ 0167, 0188
1721 KM LINING = RCB
1722 RD 2330 0.007 0.015 0 TRAP 9 0
*
1723 KK BN09
1724 BA 0.233
1725 PB 2.77
1726 LS 0 83.9
1727 UD 0.411
*
1 HEC-1 INPUT PAGE 47
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1728 KK CBN09
1729 KM COMBINE RCBN08 AND BN09
1730 KM BONANZA AND PECOS
1731 HC 2
*
1732 KK RCBN09
1733 KM ROUTE CBN09 TO CBN10-C
1734 KM FACILITY = LAS VEGAS WASH - BONANZA
1735 KM FACILITY # = LVBZ 0114
1736 KM LINING = RCB
1737 RD 2740 0.004 0.015 0 TRAP 24 0
*
1738 KK BN10-C
1739 BA 0.257
1740 PB 2.77
1741 LS 0 88.8
1742 UD 0.406
*
1743 KK CBN10-C
1744 KM COMBINE RDCBN09 AND BN10-C
1745 KM BONANZA AND SANDHILL
1746 HC 2
*
1747 KKRCBN10-C
1748 KM ROUTE CBN10-C TO CBN12-C
1749 KM FACILITY = LAS VEGAS WASH - BONANZA
1750 KM FACILITY # = LVBZ 0064
1751 KM LINING = RCB
1752 RD 2630 0.004 0.015 0 TRAP 24 0
*
1753 KK BN12-C
1754 BA 0.323
1755 PB 2.77
1756 LS 0 87.4
1757 UD 0.397
*
1758 KK CBN12-C
1759 KM COMBINE RCBN10-C AND BN12-C
1760 KM BONANZA AND LAMB
1761 HC 2
*
1762 KKRCBN12-C
1763 KM ROUTE CBN12-C TO CBN15-C
1764 KM FACILITY = LAS VEGAS WASH - BONANZA
1765 KM FACILITY # = LVBZ 0000
1766 KM LINING = RCB
1767 RD 3400 0.004 0.015 0 TRAP 24 0
*
1 HEC-1 INPUT PAGE 48
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1768 KK BN15-C
1769 BA 0.283
1770 PB 2.77
1771 LS 0 87.0
1772 UD 0.414
*
1773 KK CBN15-C
1774 KM COMBINE RCBN12-C AND BN15-C
1775 KM LAS VEGAS WASH AND BONANZA
1776 HC 2
*
1777 KKCCBN15-C
1778 KM COMBINE RCCLVW01 AND CBN15-C
1779 KM LAS VEGAS WASH AND BONANZA
1780 HC 2
*
1781 KKRCBN15-C
1782 KM ROUTE CCBN15-C TO CCCA10-C
1783 KM FACILITY = LAS VEGAS WASH MIDDLE
1784 KM FACILITY # = LVMD 1149
1785 KM LINING = CONCRETE
1786 RD 1675 0.0041 0.015 0 TRAP 70 1.5
*
1787 KK CA03
1788 BA 0.345
1789 PB 2.77
1790 LS 0 88.1
1791 UD 0.298
*
1792 KK RCA03
1793 KM ROUTE CA03 TO CCA04
1794 KM STEWART
1795 RD 3000 0.0107 0.016 0 TRAP 0 50
*
1796 KK CA04-C
1797 BA 0.370
1798 PB 2.77
1799 LS 0 89.6
1800 UD 0.394
*
1801 KK CCA04
1802 KM COMBINE RCA03 AND CA04-C
1803 KM STEWART AND MOJAVE
1804 HC 2
*
1 HEC-1 INPUT PAGE 49
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1805 KK RCCA04
1806 KM ROUTE CCA04 TO CCA05
1807 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART
1808 KM FACILITY # = CNST 0000
1809 KM LINING = RCB
1810 RD 2120 0.009 0.015 0 TRAP 8 0
*
1811 KK CA05
1812 BA 0.241
1813 PB 2.77
1814 LS 0 91.9
1815 UD 0.378
*
1816 KK CCA05
1817 KM COMBINE RCCA04 AND CA05
1818 KM STEWART AND PECOS
1819 HC 2
*
1820 KK RCCA05
1821 KM ROUTE CCA05 TO CCA06
1822 KM FACILITY = CEDAR AVENUE CHARLESTON
1823 KM FACILITY # = CACN 0001
1824 KM LINING = RCB
1825 RD 1867 0.004 0.015 0 TRAP 10 0
*
1826 KK CA06-C
1827 BA 0.401
1828 PB 2.77
1829 LS 0 85.0
1830 UD 0.418
*
1831 KK CCA06
1832 KM COMBINE RCCA05 AND CA06-C
1833 KM PECOS AND CEDAR AVENUE
1834 HC 2
*
1835 KK RCCA06
1836 KM ROUTE CCA06 TO CCA08
1837 KM FACILITY = CEDAR AVENUE CHANNEL
1838 KM FACILITY # = CACH 0081,0127,0129,0146,0148
1839 KM LINING = CONCRETE
1840 RD 4634 0.0026 0.015 0 TRAP 10 0
*
1 HEC-1 INPUT PAGE 50
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1841 KK CA08-C
1842 BA 0.256
1843 PB 2.77
1844 LS 0 90.8
1845 UD 0.400
*
1846 KK CCA08-C
1847 KM COMBINE RCCA06 AND CA08-C
1848 KM CEDAR AVENUE AND LAMB
1849 HC 2
*
1850 KKRCCA08-C
1851 KM ROUTE CCA08 TO CCA10-C
1852 KM FACILITY = CEDAR AVENUE CHANNEL
1853 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079
1854 KM LINING = CONCRETE
1855 RD 4386 0.0037 0.015 0 TRAP 10 0
*
1856 KK CA10-C
1857 BA 0.192
1858 PB 2.77
1859 LS 0 90.3
1860 UD 0.433
*
1861 KK CCA10-C
1862 KM COMBINE RCCA08-C AND CA10-C
1863 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH
1864 HC 2
*
1865 KKCCCA10-C
1866 KM COMBINE RCBN15-C AND CCA10-C
1867 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH
1868 HC 2
*
1869 KKRCCCA10C
1870 KM ROUTE CCCA10-C TO CCST03-C
1871 KM FACILITY = LAS VEGAS WASH MIDDLE
1872 KM FACILITY # = LVMD 1119,1121
1873 KM LINING = CONCRETE
1874 RD 1520 0.002 0.015 0 TRAP 90 1
*
1875 KK ST01-C
1876 BA 0.246
1877 PB 2.77
1878 LS 0 90.2
1879 UD 0.478
*
1 HEC-1 INPUT PAGE 51
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1880 KK RST01-C
1881 KM ROUTE ST01-C TO CST03-C
1882 KM STEWART
1883 RD 4700 0.0032 0.016 0 TRAP 0 50
*
1884 KK ST03-C
1885 BA 0.221
1886 PB 2.77
1887 LS 0 89.4
1888 UD 0.511
*
1889 KK CST03-C
1890 KM COMBINE RST01-C AND ST03-C
1891 KM STEWART AND LAS VEGAS WASH
1892 HC 2
*
1893 KKCCST03-C
1894 KM COMBINE RCCCA10C AND CST03-C
1895 KM STEWART AND LAS VEGAS WASH
1896 HC 2
*
1897 KKRCCST03C
1898 KM ROUTE CCST03-C TO CCCH77-C
1899 KM FACILITY = LAS VEGAS WASH MIDDLE
1900 KM FACILITY # = LVMD 1069,1071
1901 KM LINING = CONCRETE
1902 RD 2707 0.0043 0.015 0 TRAP 90 1.5
*
1903 KK CH70-C
1904 BA 0.260
1905 PB 2.77
1906 LS 0 90.5
1907 UD 0.435
*
1908 KK CH73
1909 BA 0.141
1910 PB 2.77
1911 LS 0 90.9
1912 UD 0.140
*
1913 KK CCH73-C
1914 KM COMBINE CH70-C AND CH73
1915 KM CHARLESTON AND US 95
1916 HC 2
*
1 HEC-1 INPUT PAGE 52
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1917 KK RCH73
1918 KM ROUTE CCH73 TO CCH75-C
1919 KM CHARLESTON
1920 RD 3300 0.0061 0.016 0 TRAP 0 50
*
1921 KK CH75-C
1922 BA 0.356
1923 PB 2.77
1924 LS 0 90.3
1925 UD 0.517
*
1926 KK CCH75-C
1927 KM COMBINE RCH73 AND CH75-C
1928 KM LAMB AND CHARLESTON
1929 HC 2
*
1930 KK CH76
1931 BA 0.138
1932 PB 2.77
1933 LS 0 92.6
1934 UD 0.339
*
1935 KK CCH76
1936 KM COMBINE CH76 AND CCH75-C
1937 KM LAMB AND CHARLESTON
1938 HC 2
*
1939 KK RCCH76
1940 KM ROUTE CCH76 TO CCH77-C
1941 KM FACILITY = LAS VEGAS WASH - CHARLESTON
1942 KM FACILITY # = LVCA 0000
1943 KM LINING = RCB
1944 RD 4600 0.003 0.015 0 TRAP 12 0
*
1945 KK CH77-C
1946 BA 0.448
1947 PB 2.77
1948 LS 0 90.1
1949 UD 0.517
*
1950 KK CCH77-C
1951 KM COMBINE RCCH76 AND CH77-C
1952 KM CHARLESTON FLOW @ LAS VEGAS WASH
1953 HC 2
*
1 HEC-1 INPUT PAGE 53
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1954 KKCCCH77-C
1955 KM COMBINE RCCST03C AND CCH77-C
1956 KM CHARLESTON BLVD @ LAS VEGAS WASH
1957 HC 2
*
1958 KK RCCCH73
1959 KM ROUTE CCCH73 TO CCNEL06
1960 KM FACILITY = LAS VEGAS WASH MIDDLE
1961 KM FACILITY # = LVMD 1054
1962 KM LINING = CONCRETE
1963 RD 860 0.005 0.015 0 TRAP 120 0
*
1964 KK CH91-C
1965 BA 0.128
1966 PB 2.77
1967 LS 0 94.2
1968 UD 0.257
*
1969 KK RCH91-C
1970 KM ROUTE CH91-C TO CCH92-C
1971 KM COLORADO AVENUE
1972 RD 4100 0.0134 0.016 0 TRAP 0 50
*
1973 KK CH92-C
1974 BA 0.223
1975 PB 2.77
1976 LS 0 89.7
1977 UD 0.336
*
1978 KK CCH92-C
1979 KM COMBINE RCH91-C AND CH92-C
1980 KM COLORADO AND US 95
1981 HC 2
*
1982 KK RCH92-C
1983 KM ROUTE CCH92-C TO CCH94
1984 KM FACILITY = COLORADO AVENUE SYSTEM
1985 KM FACILITY # = LVCO 0106,0109
1986 KM LINING = RCB
1987 RD 2941 0.0067 0.015 0 TRAP 10 0
*
1988 KK CH93
1989 BA 0.266
1990 PB 2.77
1991 LS 0 88.0
1992 UD 0.344
*
1 HEC-1 INPUT PAGE 54
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1993 KK RCH93
1994 KM ROUTE CH93 TO CCH94
1995 KM WYOMING
1996 RD 3800 0.004 0.016 0 TRAP 0 50
*
1997 KK CH94
1998 BA 0.363
1999 PB 2.77
2000 LS 0 84.0
2001 UD 0.522
*
2002 KK CCH94
2003 KM COMBINE RCH93 AND CH94
2004 KM COLORADO AND LAMB
2005 HC 2
*
2006 KK CCCH94
2007 KM COMBINE RCH92-C AND CCH94
2008 KM COLORADO AND LAMB
2009 HC 2
*
2010 KK RCCCH94
2011 KM ROUTE CCH94 TO CNEL06
2012 KM FACILITY = COLORADO AVENUE SYSTEM
2013 KM FACILITY # = LVCO 0000,0012,0064
2014 KM LINING = RCB
2015 RD 5344 0.0024 0.015 0 TRAP 10 0
*
2016 KK NEL06-C
2017 BA 0.323
2018 PB 2.77
2019 LS 0 88.2
2020 UD 0.483
*
2021 KK CNEL06
2022 KM COMBINE RCCH94 AND NEL06
2023 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH
2024 HC 2
*
2025 KK CCNEL06
2026 KM COMBINE RCCNEL04 AND CNEL06
2027 KM LAS VEGAS WASH AND COLORADO AVE.
2028 HC 2
*
1 HEC-1 INPUT PAGE 55
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2029 KK DSAHARA
2030 KM RETRIEVE DSAHARA
2031 DR DSAHARA
*
2032 KKRDSAHARA
2033 KM ROUTE DSAHARA TO CSA10-1
2034 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2035 KM FACILITY # = BHSA 0331
2036 KM LINING = RCB
2037 RD 2000 0.01 0.015 0 TRAP 14 0
*
2038 KK SA10-2
2039 BA 0.204
2040 PB 2.77
2041 LS 0 91.9
2042 UD 0.633
*
2043 KK SA10-1
2044 BA 0.277
2045 PB 2.77
2046 LS 0 92.6
2047 UD 0.611
*
2048 KK CSA10-1
2049 KM COMBINE RDSAHARA, SA10-1, AND SA10-2
2050 KM NEAR SAHARA AND UPRR
2051 HC 3
*
2052 KKRCSA10-1
2053 KM ROUTE CSA10-1 TO CSA11
2054 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2055 KM FACILITY # = BHSA 0289
2056 KM LINING = RCB
2057 RD 2300 0.0087 0.015 0 TRAP 14 0
*
2058 KK SA11
2059 BA 0.395
2060 PB 2.77
2061 LS 0 94.9
2062 UD 0.511
*
2063 KK CSA11
2064 KM COMBINE RCSA10 AND SA11
2065 KM SAHARA AND LAS VEGAS BLVD
2066 HC 2
*
1 HEC-1 INPUT PAGE 56
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2067 KK RCSA11
2068 KM ROUTE CSA11 TO CSA13-CB
2069 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2070 KM FACILITY # = BHSA 0175
2071 KM LINING = RCB
2072 RD 3030 0.0067 0.015 0 TRAP 14 0
*
2073 KK SA13-CB
2074 BA 0.115
2075 PB 2.77
2076 LS 0 93.7
2077 UD 0.328
*
2078 KKCSA13-CB
2079 KM COMBINE RCSA11 AND SA13-CB
2080 KM MARYLAND PARKWAY AND SAHARA
2081 HC 2
*
2082 KKRCSA13-CB
2083 KM ROUTE CSA13-CB TO CFR01B
2084 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2085 KM FACILITY # = BHSA 0175
2086 KM LINING = RCB
2087 RD 1670 0.0067 0.015 0 TRAP 14 0
*
2088 KK FR01B
2089 BA 0.067
2090 PB 2.77
2091 LS 0 93.1
2092 UD 0.313
*
2093 KK CFR01B
2094 KM COMBINE RCSA13-CB AND FR01B
2095 KM 10TH STREET AND SAHARA
2096 HC 2
*
2097 KK RCFR01B
2098 KM ROUTE CFR01B TO CSA13-CC
2099 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2100 KM FACILITY # = BHSA 0175
2101 KM LINING = RCB
2102 RD 1315 0.0067 0.015 0 TRAP 14 0
*
1 HEC-1 INPUT PAGE 57
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2103 KK SA13-CC
2104 BA 0.110
2105 PB 2.77
2106 LS 0 94.6
2107 UD 0.319
*
2108 KKCSA13-CC
2109 KM COMBINE RCFR01B AND SA13-CC
2110 KM MARYLAND PARKWAY AND SAHARA
2111 HC 2
*
2112 KKRCSA13-CC
2113 KM ROUTE CSA13-CC TO CFR02A
2114 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2115 KM FACILITY # = BHSA 0075
2116 KM LINING = RCB
2117 RD 1330 0.0211 0.015 0 TRAP 12 0
*
2118 KK FR02A
2119 BA 0.114
2120 PB 2.77
2121 LS 0 90.9
2122 UD 0.275
*
2123 KK CFR02A
2124 KM COMBINE RCSA13-CC AND FR02A
2125 KM 15TH STREET AND SAHARA
2126 HC 2
*
2127 KK RCFR02A
2128 KM ROUTE CFR02A TO CFR02B
2129 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2130 KM FACILITY # = BHSA 0075
2131 KM LINING = RCB
2132 RD 1240 0.0211 0.015 0 TRAP 12 0
*
2133 KK FR02B
2134 BA 0.042
2135 PB 2.77
2136 LS 0 86.2
2137 UD 0.152
*
1 HEC-1 INPUT PAGE 58
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2138 KK CFR02B
2139 KM COMBINE RCFR02A AND FR02B
2140 KM 17TH STREET AND SAHARA
2141 HC 2
*
2142 KK SA14A
2143 BA 0.127
2144 PB 2.77
2145 LS 0 90.7
2146 UD 0.228
*
2147 KK CSA14A
2148 KM COMBINE CFR02B AND SA14A
2149 KM SPENCER AND SAHARA
2150 HC 2
*
2151 KK RCSA14A
2152 KM ROUTE CSA14A TO CSA14B
2153 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2154 KM FACILITY # = BHSA 0075
2155 KM LINING = RCB
2156 RD 1300 0.0211 0.015 0 TRAP 12 0
*
2157 KK SA13-CA
2158 BA 0.245
2159 PB 2.77
2160 LS 0 94.5
2161 UD 0.631
*
2162 KKRSA13-CA
2163 KM ROUTE SA13-CA TO CFW40A
2164 KM FACILITY = KAREN AVE
2165 RD 4070 0.0214 0.016 0 TRAP 0 50
*
2166 KK FW40A
2167 BA 0.118
2168 PB 2.77
2169 LS 0 85.1
2170 UD 0.264
*
2171 KK CFW40A
2172 KM COMBINE RSA13-CA AND FW40A
2173 KM BURNHAM AND KAREN
2174 HC 2
*
1 HEC-1 INPUT PAGE 59
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2175 KK DFW40AN
2176 KM FLOW SPLIT AT BURNHAM/KAREN
2177 KM DIVERTED FLOW CONTINUES IN KAREN
2178 DT DFW40AE
2179 DI 0 100 200 300
2180 DQ 0 82 164 246
*
2181 KKRDFW40AN
2182 KM ROUTE DFW40AN TO CSA14B
2183 KM FACILITY = BURNHAM AVE
2184 RD 1250 0.0080 0.016 0 TRAP 0 50
*
2185 KK SA14B
2186 BA 0.058
2187 PB 2.77
2188 LS 0 90.9
2189 UD 0.175
*
2190 KK CSA14B
2191 KM COMBINE RCSA14A, RDFW40AN AND SA14B
2192 KM BURNHAM AND SAHARA
2193 HC 3
*
2194 KK RCSA14B
2195 KM ROUTE CSA14B TO CSA14C
2196 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2197 KM FACILITY # = BHSA 0075
2198 KM LINING = RCB
2199 RD 1325 0.0211 0.015 0 TRAP 12 0
*
2200 KK FR01A
2201 BA 0.177
2202 PB 2.77
2203 LS 0 91.3
2204 UD 0.499
*
2205 KK RFR01A
2206 KM ROUTE FR01A TO FR02C
2207 KM FACILITY = ST LOUIS AVE
2208 RD 5400 0.0209 0.016 0 TRAP 0 50
*
2209 KK FR02C
2210 BA 0.258
2211 PB 2.77
2212 LS 0 87.1
2213 UD 0.375
*
1 HEC-1 INPUT PAGE 60
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2214 KK CFR02C
2215 KM COMBINE RFR01A AND FR02C
2216 KM EASTERN AND ST LOUIS AVE
2217 HC 2
*
2218 KK RFR02C
2219 KM ROUTE CFR02 TO CSA14C
2220 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL
2221 KM FACILITY # = SAEA 0000
2222 KM LINING = RCB
2223 RD 1440 0.002 0.015 0 TRAP 10 0
*
2224 KK SA14C
2225 BA 0.060
2226 PB 2.77
2227 LS 0 93.2
2228 UD 0.179
*
2229 KK CSA14C
2230 KM COMBINE RCSA14B, RFR02C AND SA14C
2231 KM EASTERN AND SAHARA
2232 HC 3
*
2233 KK RCSA14C
2234 KM ROUTE CSA14C TO CSA16A
2235 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2236 KM FACILITY # = BHSA 0026
2237 KM LINING = RCB
2238 RD 1300 0.013 0.015 0 TRAP 14 0
*
2239 KK SA16A
2240 BA 0.059
2241 PB 2.77
2242 LS 0 90.9
2243 UD 0.199
*
2244 KK CSA16A
2245 KM COMBINE RCSA14C AND SA16A
2246 KM ATLANTIC AND SAHARA
2247 HC 2
*
2248 KK RCSA16A
2249 KM ROUTE CSA16A TO CSA16B
2250 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2251 KM FACILITY # = BHSA 0026
2252 KM LINING = RCB
2253 RD 1315 0.013 0.015 0 TRAP 14 0
*
1 HEC-1 INPUT PAGE 61
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2254 KK DFW40AE
2255 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN
2256 DR DFW40AE
*
2257 KK FW41A
2258 BA 0.160
2259 PB 2.77
2260 LS 0 84.0
2261 UD 0.337
*
2262 KK CFW41A
2263 KM COMBINE DFW40AE AND FW41A
2264 KM MCLEOD AND KAREN
2265 HC 2
*
2266 KK DFW41AN
2267 KM FLOW SPLIT AT MCLEOD/KAREN
2268 KM DIVERTED FLOW CONTINUES IN KAREN
2269 DT DFW41AE
2270 DI 0 100 200 300 400
2271 DQ 0 63 128 194 260
*
2272 KKRDFW41AN
2273 KM ROUTE DFW41AN TO CSA16B
2274 KM FACILITY = MCLEOD DR
2275 RD 1295 0.0116 0.016 0 TRAP 0 50
*
2276 KK SA16B
2277 BA 0.060
2278 PB 2.77
2279 LS 0 89.6
2280 UD 0.206
*
2281 KK CSA16B
2282 KM COMBINE RCSA16A, RDFW41AN AND SA16B
2283 KM MCLEOD AND SAHARA
2284 HC 3
*
2285 KK RCSA16B
2286 KM ROUTE CSA16B TO CSA16C
2287 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2288 KM FACILITY # = BHSA 0026
2289 KM LINING = RCB
2290 RD 1390 0.013 0.015 0 TRAP 14 0
*
1 HEC-1 INPUT PAGE 62
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2291 KK SA16C
2292 BA 0.065
2293 PB 2.77
2294 LS 0 90.6
2295 UD 0.192
*
2296 KK CSA16C
2297 KM COMBINE RCSA16B AND SA16C
2298 KM SAHARA AND MOJAVE
2299 HC 2
*
2300 KK FR03-B
2301 BA 0.065
2302 PB 2.77
2303 LS 0 90.6
2304 UD 0.192
*
2305 KK CFR03B
2306 KM COMBINE CSA16C AND FR03-B
2307 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET
2308 HC 2
*
2309 KK RCFR03B
2310 KM ROUTE CFR03B TO CCFR03
2311 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE
2312 KM FACILITY # = BHSA 0000
2313 KM LINING = RCB
2314 RD 1300 0.0079 0.015 0 TRAP 14 0
*
2315 KK CH51
2316 BA 0.237
2317 PB 2.77
2318 LS 0 92.5
2319 UD 0.467
*
2320 KK RCH51
2321 KM ROUTE CH51 TO CCH52
2322 KM FACILITY = FLAMINGO - BOULDER NORTH
2323 KM FACILITY # = FLBN 0342
2324 KM LINING = RCB
2325 RD 4300 0.0042 0.015 0 TRAP 7 0
*
1 HEC-1 INPUT PAGE 63
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2326 KK CH52-C
2327 BA 0.311
2328 PB 2.77
2329 LS 0 94.8
2330 UD 0.389
*
2331 KK CCH52
2332 KM COMBINE RCH51 AND CH52-C
2333 KM CHARLESTON AND LAS VEGAS BLVD
2334 HC 2
*
2335 KK RCCH52
2336 KM ROUTE CCH52 TO CCH56
2337 KM FACILITY = FLAMINGO - BOULDER NORTH
2338 KM FACILITY # = FLBN 0281
2339 KM LINING = RCB
2340 RD 2000 0.0133 0.015 0 TRAP 10 0
*
2341 KK CH56-A
2342 BA 0.140
2343 PB 2.77
2344 LS 0 92.4
2345 UD 0.362
*
2346 KK CCH56A
2347 KM COMBINE RCCH52 AND CH56-A
2348 KM CHARLESTON AND 10TH ST
2349 HC 2
*
2350 KK RCCH56A
2351 KM ROUTE CCH56A TO CCH56B
2352 KM FACILITY = FLAMINGO - BOULDER NORTH
2353 KM FACILITY # = FLBN 0281
2354 KM LINING = RCB
2355 RD 1100 0.0133 0.015 0 TRAP 10 0
*
2356 KK CH56-B
2357 BA 0.244
2358 PB 2.77
2359 LS 0 90.0
2360 UD 0.492
*
1 HEC-1 INPUT PAGE 64
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2361 KK DFLAM
2362 KM RETRIEVE DFLAM
2363 DR DFLAM
*
2364 KK RDFLAM
2365 KM ROUTE DFLAM TO CCH60A
2366 KM FACILITY = FLAMINGO - MARYLAND PARKWAY
2367 KM FACILITY # = FLMP 0000
2368 KM LINING = RCB
2369 RD 5300 0.0049 0.015 0 TRAP 8 0
*
2370 KK CH60-A
2371 BA 0.377
2372 PB 2.77
2373 LS 0 91.8
2374 UD 0.440
*
2375 KK CCH60A
2376 KM COMBINE RDFLAM AND CH60-A
2377 HC 2
*
2378 KK CCH56B
2379 KM COMBINE RCCH56A, CH56-B, AND CCH60A
2380 KM MARYLAND PARKWAY AND CHARLESTON
2381 HC 3
*
2382 KK RCCH56B
2383 KM ROUTE CCH56B TO CCH63-A
2384 KM FACILITY = FLAMINGO - BOULDER NORTH
2385 KM FACILITY # = FLBN 0205
2386 KM LINING = RCB
2387 RD 1200 0.023 0.015 0 TRAP 10 0
*
2388 KK CH63-A
2389 BA 0.112
2390 PB 2.77
2391 LS 0 89.7
2392 UD 0.245
*
2393 KK CCH63A
2394 KM COMBINE RCCH56B AND CH63-A
2395 KM CHARLESTON AND 15TH ST
2396 HC 2
*
1 HEC-1 INPUT PAGE 65
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2397 KK RCCH63A
2398 KM ROUTE CCH63A TO CCH63B
2399 KM FACILITY = FLAMINGO - BOULDER NORTH
2400 KM FACILITY # = FLBN 0205
2401 KM LINING = RCB
2402 RD 2800 0.023 0.015 0 TRAP 10 0
*
2403 KK CH63-B
2404 BA 0.153
2405 PB 2.77
2406 LS 0 90.4
2407 UD 0.172
*
2408 KK CCH63B
2409 KM COMBINE RCCH63A AND CH63-B
2410 KM CHARLESTON AND BURNHAM
2411 HC 2
*
2412 KK RCCH63B
2413 KM ROUTE CCH63B TO CCH68A
2414 KM FACILITY = FLAMINGO - BOULDER NORTH
2415 KM FACILITY # = FLBN 0180
2416 KM LINING = RCB
2417 RD 1900 0.0131 0.015 0 TRAP 20 0
*
2418 KK CH68-A
2419 BA 0.294
2420 PB 2.77
2421 LS 0 90.2
2422 UD 0.367
*
2423 KK CCH68A
2424 KM COMBINE RCCH63B AND CH68-A
2425 KM CHARLESTON AND BOULDER HIGHWAY
2426 HC 2
*
2427 KK RCCH68A
2428 KM ROUTE CCH68A TO CCH67A
2429 KM FACILITY = FLAMINGO - BOULDER NORTH
2430 KM FACILITY # = FLBN 0038
2431 KM LINING = RCB
2432 RD 960 0.0059 0.015 0 TRAP 15 0
*
1 HEC-1 INPUT PAGE 66
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2433 KK CH67-A
2434 BA 0.333
2435 PB 2.77
2436 LS 0 86.0
2437 UD 0.359
*
2438 KK CCH67A
2439 KM COMBINE RCCH68A AND CH67-A
2440 HC 2
*
2441 KK RCCH67A
2442 KM ROUTE CCH67A TO CFR04
2443 KM FACILITY = FLAMINGO - BOULDER NORTH
2444 KM FACILITY # = FLBN 0038
2445 KM LINING = RCB
2446 RD 4340 0.0059 0.015 0 TRAP 15 0
*
2447 KK CH64-A
2448 BA 0.297
2449 PB 2.77
2450 LS 0 90.0
2451 UD 0.527
*
2452 KK RCH64-A
2453 KM ROUTE CH64-A TO CFR04A
2454 KM OAKEY TO BOULDER HIGHWAY
2455 RD 7100 0.018 0.016 0 TRAP 0 50
*
2456 KK FR04-A
2457 BA 0.255
2458 PB 2.77
2459 LS 0 87.8
2460 UD 0.343
*
2461 KK CFR04A
2462 KM COMBINE RCH64 AND FR04-A
2463 HC 2
*
2464 KK CCFR04A
2465 KM COMBINE RCCH67A AND CFR04A
2466 KM OAKEY AND BOULDER HIGHWAY
2467 HC 2
*
1 HEC-1 INPUT PAGE 67
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2468 KKRCCFR04A
2469 KM ROUTE CCFR04A TO CCFR03A
2470 KM FACILITY = FLAMINGO - BOULDER NORTH
2471 KM FACILITY # = FLBN 0038
2472 KM LINING = RCB
2473 RD 1800 0.0059 0.015 0 TRAP 15 0
*
2474 KK FR03-A
2475 BA 0.233
2476 PB 2.77
2477 LS 0 84.8
2478 UD 0.361
*
2479 KK CFR03A
2480 KM COMBINE RCCFR04A AND FR03-A
2481 KM BOULDER HIGHWAY AND ST. LOUIS
2482 HC 2
*
2483 KK RCFR03A
2484 KM ROUTE CFR03A TO CFR03C
2485 KM FACILITY = FLAMINGO - BOULDER NORTH
2486 KM FACILITY # = FLBN 0038
2487 KM LINING = RCB
2488 RD 2000 0.0059 0.015 0 TRAP 15 0
*
2489 KK FR03-C
2490 BA 0.036
2491 PB 2.77
2492 LS 0 92.0
2493 UD 0.230
*
2494 KK CCFR03
2495 KM COMBINE RCFR03B, RCFR03A AND FR03-C
2496 KM BOULDER HIGHWAY AND SAHARA
2497 HC 3
*
2498 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
44 CE2EA-C
V
V
57 RCE2EA
.
.
61 . R4C1
. .
. .
66 CR4C1............
V
V
70 RCR4C1
.
.
76 . CE2EC
. V
. V
81 . RCE2EC
. .
. .
85 . . CE2ED-C
. . .
. . .
90 . CCE2ED-C............
. .
. .
99 . .-------> DCPS03
94 . DCCE2ED
. V
. V
102 . RDCCE2ED
. .
. .
106 . . CE3FA
. . .
. . .
111 CCE3FA........................
V
V
115 RCCE3FA
.
.
121 . PS01-C
. V
. V
126 . RPS01-C
. .
. .
132 . . PS03
. . .
. . .
137 . CPS03............
. .
. .
141 . . ED01
. . V
. . V
146 . . RED01
. . .
. . .
150 . . . ED02
. . . .
. . . .
155 . . . . ED11
. . . . .
. . . . .
160 . . . . . ED12
. . . . . .
. . . . . .
165 . . . . CED12............
. . . . V
. . . . V
169 . . . . RCED12
. . . . .
. . . . .
173 . . . . . ED13
. . . . . .
. . . . . .
178 . . . . CED13............
. . . . V
. . . . V
182 . . . . RCED13
. . . . .
. . . . .
188 . . CED02........................
. . V
. . V
192 . . RCED02
. . .
. . .
200 . . . .<------- DCPS03
198 . . . DCPS03
. . . V
. . . V
201 . . . RDPS03
. . . .
. . . .
205 . CCPS03........................
. V
. V
209 . RCCPS03
. .
. .
215 . . PS06-C
. . .
. . .
220 . CPS06............
. .
. .
224 CCPS06............
V
V
228 RCCPS06
.
.
234 . FW09
. .
. .
242 . .-------> DSM
239 . DSPM
. V
. V
245 . RDSPM
. .
. .
250 . . CE3FD-C
. . .
. . .
255 . CCE3FD-C............
. V
. V
259 . RCCE3FD
. .
. .
265 CRCPS06............
V
V
269 RCRCPS06
.
.
275 . PS08
. .
. .
280 CPS08............
.
.
284 . ED05-C
. V
. V
289 . RED05-C
. .
. .
293 CCPS08............
V
V
297 RCCPS08
.
.
303 . ED10-C
. .
. .
308 CED10-C............
V
V
312 RCED10-C
.
.
318 . SA06-C
. V
. V
323 . RSA06-C
. .
. .
329 . . SA08
. . .
. . .
334 . CSA08............
. .
. .
338 CCSA08............
.
.
346 .-------> DSAHARA
342 DCCSA08
V
V
349 RCCSA08
.
.
355 . CH14-C
. V
. V
360 . RCH14-C
. .
. .
364 . . OK09-C
. . .
. . .
369 . COK09-C............
. V
. V
373 . RCOK09-C
. .
. .
379 . . OK10
. . .
. . .
384 . COK10............
. V
. V
388 . RCOK10
. .
. .
394 . . OK11-C
. . .
. . .
399 . 1COK11C............
. .
. .
403 COK11C............
V
V
407 RCOK11C
.
.
413 . WAL1
. V
. V
418 . RWAL1
. .
. .
422 . . WAL2
. . .
. . .
427 . CWAL2............
. .
. .
430 CCWAL2............
V
V
434 RCCWAL2
.
.
440 . CH50
. .
. .
445 CCH50............
.
.
449 . CH15-C
. V
. V
454 . RCH15-C
. .
. .
458 . . CH18-C
. . .
. . .
463 . CCH18-C............
. V
. V
467 . RCCH18-C
. .
. .
473 . . AL92
. . .
. . .
482 . . .-------> DAL93
478 . . DAL92
. . V
. . V
485 . . RDAL92
. . .
. . .
489 . . . AL95-C
. . . .
. . . .
494 . . CAL95............
. . V
. . V
498 . . RCAL95-C
. . .
. . .
504 . CCCH18-C............
. V
. V
508 . RCCCH18C
. .
. .
514 . . CH22-C
. . .
. . .
519 . CCH22............
. .
. .
523 CCCH22............
V
V
527 RCCCH22
.
.
533 . AL96-C
. .
. .
538 CAL96............
V
V
542 RCAL96
.
.
550 . .<------- DAL93
548 . DAL93
. V
. V
551 . RDAL93
. .
. .
555 . . AL93-C
. . .
. . .
560 CAL93........................
.
.
564 . 1-GOLF
. V
. V
569 . R1-GOLF
. .
. .
573 . . 2a-OAK-C
. . .
. . .
578 . C2a-OAK............
. V
. V
582 . RC2a-OAK
. .
. .
586 . . 3-ELP-C
. . .
. . .
591 . C3-ELP-C............
. V
. V
595 . RC3-ELPC
. .
. .
601 . . 3a-OAK-C
. . .
. . .
606 . C3a-OAKC............
. V
. V
610 . RC3aOAKC
. .
. .
616 . . 3-HOLM-C
. . V
. . V
621 . . R3-HOLMC
. . .
. . .
627 . . . 5-OAK-C
. . . .
. . . .
632 . . C5-OAK-C............
. . .
. . .
636 . OAKEYIN............
. V
. V
641 . OAKEYDB
. V
. V
662 . OAKEYOT
. .
. .
668 . . SA01-C
. . V
. . V
673 . . RSA01-C
. . .
. . .
677 . . . SA05
. . . .
. . . .
682 . . CSA05............
. . V
. . V
686 . . RCSA05
. . .
. . .
692 . . . SA06
. . . .
. . . .
697 . . CSA06............
. . .
. . .
701 . . . OK06-C
. . . V
. . . V
706 . . . ROK06-C
. . . .
. . . .
710 . . . . OK07
. . . . .
. . . . .
715 . . COK07........................
. . V
. . V
719 . . RCOK07
. . .
. . .
725 . . . OK03-C
. . . V
. . . V
730 . . . ROK03-C
. . . .
. . . .
734 . . . . OK04-C
. . . . .
. . . . .
739 . . COK04-C........................
. . V
. . V
743 . . RCOK04-C
. . .
. . .
749 . . . OK08
. . . .
. . . .
754 . . COK08............
. . .
. . .
758 . CCOK08............
. V
. V
762 . RCCOK08
. .
. .
768 . . CH04-C
. . V
. . V
773 . . RCH04-C
. . .
. . .
779 . . . CH05-C
. . . .
. . . .
784 . . CCH05-C............
. . V
. . V
788 . . RCCH05-C
. . .
. . .
794 . . . CH09-C
. . . .
. . . .
799 . . CCH09-C............
. . V
. . V
803 . . RCCH09-C
. . .
. . .
809 . . . CH10
. . . .
. . . .
814 . . CCH10............
. . V
. . V
818 . . RCCH10
. . .
. . .
824 . . . OK12
. . . .
. . . .
829 . COK12........................
. V
. V
833 . RCOK12
. .
. .
839 . . CH14B
. . .
. . .
844 . CCH14B............
. V
. V
848 . RCCH14B
. .
. .
854 . . OK13
. . .
. . .
859 . COK13............
. V
. V
863 . RCOK13
. .
. .
869 . . R1
. . V
. . V
874 . . PR1
. . V
. . V
883 . . RPR1
. . .
. . .
887 . . . R3
. . . .
. . . .
892 . . . . R2
. . . . .
. . . . .
897 . . CR2........................
. . .
. . .
905 . . .-------> DAL00A
901 . . DCR2
. . V
. . V
908 . . RDCR2
. . .
. . .
914 . . . AL01A
. . . .
. . . .
919 . . CAL01A............
. . V
. . V
923 . . RCAL01A
. . .
. . .
929 . . . US
. . . .
. . . .
934 . . CUS............
. . .
. . .
938 . . . AL04-C
. . . V
. . . V
943 . . . RAL04-C
. . . .
. . . .
949 . . CCUS............
. . V
. . V
953 . . RCCUS
. . .
. . .
959 . . . AL05-C
. . . .
. . . .
964 . . . . GS
. . . . .
. . . . .
973 . . . . .-------> DGSR
969 . . . . DGS
. . . . .
. . . . .
976 . . CAL05-C........................
. . V
. . V
980 . . RCAL05-C
. . .
. . .
986 . . . BR3
. . . .
. . . .
991 . . CBR3............
. . V
. . V
995 . . RCBR3
. . .
. . .
1001 . . . AL09-C
. . . V
. . . V
1006 . . . RAL09-C
. . . .
. . . .
1012 . . . . .<------- DGSR
1010 . . . . DGSR
. . . . V
. . . . V
1013 . . . . RDGSR
. . . . .
. . . . .
1017 . . . . . AL11-C
. . . . . .
. . . . . .
1022 . . CAL11-C....................................
. . V
. . V
1026 . . RCAL11-C
. . .
. . .
1032 . . . AL10-C
. . . .
. . . .
1037 . . CAL10-C............
. . V
. . V
1041 . . RCAL10-C
. . .
. . .
1047 . . . AL13-3
. . . .
. . . .
1052 . . CAL13-3............
. . .
. . .
1056 . . . AL14
. . . V
. . . V
1061 . . . RAL14
. . . .
. . . .
1065 . . . . AL16
. . . . .
. . . . .
1070 . . 1CAL16........................
. . .
. . .
1074 . . . AL09
. . . V
. . . V
1079 . . . RAL09
. . . .
. . . .
1083 . . . . CH14A
. . . . .
. . . . .
1088 . . . CCH14A............
. . . V
. . . V
1092 . . . RCCH14A
. . . .
. . . .
1098 . . CAL16............
. . V
. . V
1102 . . RCAL16
. . .
. . .
1108 . CCAL16............
. V
. V
1112 . RCCAL16
. .
. .
1118 . . AL90-C
. . .
. . .
1123 . CAL90-C............
. V
. V
1126 . RCAL90-C
. .
. .
1132 . . MEDB
. . .
. . .
1137 . MEADOWIN............
. V
. V
1142 . MEADOWDB
. V
. V
1166 . MEADOWOT
. .
. .
1174 . . .<------- DAL00A
1172 . . DAL00A
. . V
. . V
1175 . . RDAL00A
. . .
. . .
1181 . . . AL00A
. . . .
. . . .
1186 . . . . AL00A-C
. . . . .
. . . . .
1191 . . RAINBWIN........................
. . V
. . V
1195 . . RAINBWDB
. . V
. . V
1218 . . RAINBWOT
. . .
. . .
1224 . . . LC01-C
. . . .
. . . .
1229 . . CLC01-C............
. . V
. . V
1233 . . RCLC01-C
. . .
. . .
1239 . . . WA02-C
. . . .
. . . .
1244 . . CWA02-C............
. . .
. . .
1248 . . . AL01B-C
. . . .
. . . .
1253 . . CCWA02-C............
. . V
. . V
1257 . . RCCWA02C
. . .
. . .
1263 . . . LC11-C
. . . .
. . . .
1268 . . CLC11-C............
. . V
. . V
1272 . . RCLC11-C
. . .
. . .
1278 . . . LC14-C
. . . .
. . . .
1283 . . CLC14-C............
. . .
. . .
1287 . . . WA10-C
. . . .
. . . .
1296 . . . .-------> WA10NW
1292 . . . WA10D
. . . V
. . . V
1299 . . . RWA10D
. . . .
. . . .
1305 . . CCLC14-C............
. . V
. . V
1309 . . RCCLC14
. . .
. . .
1315 . CRMEDET............
. V
. V
1319 . RCRMEDET
. .
. .
1325 . . LC16-C
. . .
. . .
1330 . . . OG011AC2
. . . .
. . . .
1339 . . . .-------> OG011D
1335 . . . OG011AD
. . . V
. . . V
1342 . . . ROG011AD
. . . .
. . . .
1346 . . . . WA01-C
. . . . .
. . . . .
1351 . . . CWA01-C............
. . . V
. . . V
1355 . . . RWA01
. . . .
. . . .
1359 . . . . WA04-C
. . . . .
. . . . .
1364 . . . CWA04-C............
. . . V
. . . V
1368 . . . RCWA04
. . . .
. . . .
1374 . . . . WA09-C
. . . . .
. . . . .
1379 . . . CWA09-C............
. . . V
. . . V
1383 . . . RCWA09
. . . .
. . . .
1391 . . . . .<------- WA10NW
1389 . . . . WA10NW
. . . . .
. . . . .
1392 . . . CWA10NW............
. . . V
. . . V
1396 . . . RCWA10NW
. . . .
. . . .
1402 . . . . WA13-C
. . . . .
. . . . .
1407 . . . CWA13-C............
. . . .
. . . .
1414 . . . .-------> WA13NW
1411 . . . WA13D
. . . V
. . . V
1417 . . . RWA13D
. . . .
. . . .
1423 . . CLC16-C............
. . .
. . .
1427 . CCLC16-C............
. V
. V
1431 . RCCLC16
. .
. .
1437 . . LC20-C
. . .
. . .
1442 . CLC20-C............
. V
. V
1446 . RCLC20-C
. .
. .
1452 CCAL93............
V
V
1456 RCCAL93
.
.
1462 . LC21
. .
. .
1467 CLC21............
.
.
1475 .-------> DLVOE
1471 DCLC21
V
V
1478 RDCLC21
.
.
1484 . V1-C
. .
. .
1489 . . CH59-C
. . .
. . .
1499 . . .-------> DFLAM
1494 . . DCH59-C
. . .
. . .
1506 . . .-------> DBN03
1502 . . DDCH59-C
. . V
. . V
1509 . . RDDCH59
. . .
. . .
1514 CV1-C........................
V
V
1518 RCV1-C
.
.
1524 . X-C1
. .
. .
1529 CX-C1............
V
V
1533 RCX-C1
.
.
1539 . M
. V
. V
1544 . RM
. .
. .
1548 . . N-C
. . .
. . .
1553 CN-C........................
V
V
1557 RCN-C
.
.
1563 . P-C
. .
. .
1568 CP-C............
V
V
1572 RCP-C
.
.
1578 . Q-C
. .
. .
1583 CQ-C............
V
V
1587 RCQ-C
.
.
1593 . LVW01-C
. .
. .
1598 CLVW01-C............
.
.
1604 . .<------- DLVOE
1602 . DLVOE
. V
. V
1605 . RDLVOE
. .
. .
1611 . . H-C1
. . .
. . .
1616 . CH-C1............
. V
. V
1620 . RCH-C1
. .
. .
1626 . . E-C
. . .
. . .
1631 . CE-C............
. V
. V
1635 . RCE-C
. .
. .
1641 . . G
. . .
. . .
1646 . CG............
. V
. V
1650 . RCG
. .
. .
1656 . . K-C1
. . .
. . .
1661 . CK-C1............
. V
. V
1665 . RCK-C1
. .
. .
1671 CCLVW01C............
V
V
1675 RCCLVW01
.
.
1681 . BN06-C
. .
. .
1686 . . BN03-C
. . .
. . .
1693 . . . .<------- DBN03
1691 . . . DBN03
. . . V
. . . V
1694 . . . RDBN03
. . . .
. . . .
1698 . CBN03........................
. V
. V
1702 . RCBN03
. .
. .
1708 . . BN08
. . .
. . .
1713 . CBN08............
. V
. V
1717 . RCBN08
. .
. .
1723 . . BN09
. . .
. . .
1728 . CBN09............
. V
. V
1732 . RCBN09
. .
. .
1738 . . BN10-C
. . .
. . .
1743 . CBN10-C............
. V
. V
1747 . RCBN10-C
. .
. .
1753 . . BN12-C
. . .
. . .
1758 . CBN12-C............
. V
. V
1762 . RCBN12-C
. .
. .
1768 . . BN15-C
. . .
. . .
1773 . CBN15-C............
. .
. .
1777 CCBN15-C............
V
V
1781 RCBN15-C
.
.
1787 . CA03
. V
. V
1792 . RCA03
. .
. .
1796 . . CA04-C
. . .
. . .
1801 . CCA04............
. V
. V
1805 . RCCA04
. .
. .
1811 . . CA05
. . .
. . .
1816 . CCA05............
. V
. V
1820 . RCCA05
. .
. .
1826 . . CA06-C
. . .
. . .
1831 . CCA06............
. V
. V
1835 . RCCA06
. .
. .
1841 . . CA08-C
. . .
. . .
1846 . CCA08-C............
. V
. V
1850 . RCCA08-C
. .
. .
1856 . . CA10-C
. . .
. . .
1861 . CCA10-C............
. .
. .
1865 CCCA10-C............
V
V
1869 RCCCA10C
.
.
1875 . ST01-C
. V
. V
1880 . RST01-C
. .
. .
1884 . . ST03-C
. . .
. . .
1889 . CST03-C............
. .
. .
1893 CCST03-C............
V
V
1897 RCCST03C
.
.
1903 . CH70-C
. .
. .
1908 . . CH73
. . .
. . .
1913 . CCH73-C............
. V
. V
1917 . RCH73
. .
. .
1921 . . CH75-C
. . .
. . .
1926 . CCH75-C............
. .
. .
1930 . . CH76
. . .
. . .
1935 . CCH76............
. V
. V
1939 . RCCH76
. .
. .
1945 . . CH77-C
. . .
. . .
1950 . CCH77-C............
. .
. .
1954 CCCH77-C............
V
V
1958 RCCCH73
.
.
1964 . CH91-C
. V
. V
1969 . RCH91-C
. .
. .
1973 . . CH92-C
. . .
. . .
1978 . CCH92-C............
. V
. V
1982 . RCH92-C
. .
. .
1988 . . CH93
. . V
. . V
1993 . . RCH93
. . .
. . .
1997 . . . CH94
. . . .
. . . .
2002 . . CCH94............
. . .
. . .
2006 . CCCH94............
. V
. V
2010 . RCCCH94
. .
. .
2016 . . NEL06-C
. . .
. . .
2021 . CNEL06............
. .
. .
2025 CCNEL06............
.
.
2031 . .<------- DSAHARA
2029 . DSAHARA
. V
. V
2032 . RDSAHARA
. .
. .
2038 . . SA10-2
. . .
. . .
2043 . . . SA10-1
. . . .
. . . .
2048 . CSA10-1........................
. V
. V
2052 . RCSA10-1
. .
. .
2058 . . SA11
. . .
. . .
2063 . CSA11............
. V
. V
2067 . RCSA11
. .
. .
2073 . . SA13-CB
. . .
. . .
2078 . CSA13-CB............
. V
. V
2082 . RCSA13-C
. .
. .
2088 . . FR01B
. . .
. . .
2093 . CFR01B............
. V
. V
2097 . RCFR01B
. .
. .
2103 . . SA13-CC
. . .
. . .
2108 . CSA13-CC............
. V
. V
2112 . RCSA13-C
. .
. .
2118 . . FR02A
. . .
. . .
2123 . CFR02A............
. V
. V
2127 . RCFR02A
. .
. .
2133 . . FR02B
. . .
. . .
2138 . CFR02B............
. .
. .
2142 . . SA14A
. . .
. . .
2147 . CSA14A............
. V
. V
2151 . RCSA14A
. .
. .
2157 . . SA13-CA
. . V
. . V
2162 . . RSA13-CA
. . .
. . .
2166 . . . FW40A
. . . .
. . . .
2171 . . CFW40A............
. . .
. . .
2178 . . .-------> DFW40AE
2175 . . DFW40AN
. . V
. . V
2181 . . RDFW40AN
. . .
. . .
2185 . . . SA14B
. . . .
. . . .
2190 . CSA14B........................
. V
. V
2194 . RCSA14B
. .
. .
2200 . . FR01A
. . V
. . V
2205 . . RFR01A
. . .
. . .
2209 . . . FR02C
. . . .
. . . .
2214 . . CFR02C............
. . V
. . V
2218 . . RFR02C
. . .
. . .
2224 . . . SA14C
. . . .
. . . .
2229 . CSA14C........................
. V
. V
2233 . RCSA14C
. .
. .
2239 . . SA16A
. . .
. . .
2244 . CSA16A............
. V
. V
2248 . RCSA16A
. .
. .
2256 . . .<------- DFW40AE
2254 . . DFW40AE
. . .
. . .
2257 . . . FW41A
. . . .
. . . .
2262 . . CFW41A............
. . .
. . .
2269 . . .-------> DFW41AE
2266 . . DFW41AN
. . V
. . V
2272 . . RDFW41AN
. . .
. . .
2276 . . . SA16B
. . . .
. . . .
2281 . CSA16B........................
. V
. V
2285 . RCSA16B
. .
. .
2291 . . SA16C
. . .
. . .
2296 . CSA16C............
. .
. .
2300 . . FR03-B
. . .
. . .
2305 . CFR03B............
. V
. V
2309 . RCFR03B
. .
. .
2315 . . CH51
. . V
. . V
2320 . . RCH51
. . .
. . .
2326 . . . CH52-C
. . . .
. . . .
2331 . . CCH52............
. . V
. . V
2335 . . RCCH52
. . .
. . .
2341 . . . CH56-A
. . . .
. . . .
2346 . . CCH56A............
. . V
. . V
2350 . . RCCH56A
. . .
. . .
2356 . . . CH56-B
. . . .
. . . .
2363 . . . . .<------- DFLAM
2361 . . . . DFLAM
. . . . V
. . . . V
2364 . . . . RDFLAM
. . . . .
. . . . .
2370 . . . . . CH60-A
. . . . . .
. . . . . .
2375 . . . . CCH60A............
. . . . .
. . . . .
2378 . . CCH56B........................
. . V
. . V
2382 . . RCCH56B
. . .
. . .
2388 . . . CH63-A
. . . .
. . . .
2393 . . CCH63A............
. . V
. . V
2397 . . RCCH63A
. . .
. . .
2403 . . . CH63-B
. . . .
. . . .
2408 . . CCH63B............
. . V
. . V
2412 . . RCCH63B
. . .
. . .
2418 . . . CH68-A
. . . .
. . . .
2423 . . CCH68A............
. . V
. . V
2427 . . RCCH68A
. . .
. . .
2433 . . . CH67-A
. . . .
. . . .
2438 . . CCH67A............
. . V
. . V
2441 . . RCCH67A
. . .
. . .
2447 . . . CH64-A
. . . V
. . . V
2452 . . . RCH64-A
. . . .
. . . .
2456 . . . . FR04-A
. . . . .
. . . . .
2461 . . . CFR04A............
. . . .
. . . .
2464 . . CCFR04A............
. . V
. . V
2468 . . RCCFR04A
. . .
. . .
2474 . . . FR03-A
. . . .
. . . .
2479 . . CFR03A............
. . V
. . V
2483 . . RCFR03A
. . .
. . .
2489 . . . FR03-C
. . . .
. . . .
2494 . 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 12:51:09 * * (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 = BOULDER4.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 = BOULDER.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 = AREA UPSTREAM OF CFW5 REMOVED (SERIES C)
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
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
636 KK * OAKEYIN *
* *
**************
639 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
640 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
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
641 KK * OAKEYDB *
* *
**************
654 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
655 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
656 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
658 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
661 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
660 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
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1137 KK * MEADOWIN *
* *
**************
1140 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
1141 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
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1142 KK * MEADOWDB *
* *
**************
1158 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
1159 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
1160 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
1162 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
1164 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
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
1195 KK * RAINBWDB *
* *
**************
1210 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
1211 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
1212 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
1214 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
1216 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
+ 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
2 COMBINED AT
+ CR4C1 .40 1 FLOW 228. 224. 221. 218.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCR4C1 .40 1 FLOW 227. 223. 220. 218.
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 1.33 1 FLOW 634. 623. 614. 606.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCE3FA 1.33 1 FLOW 633. 622. 613. 605.
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 3.53 1 FLOW 2156. 2120. 2093. 2065.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCPS06 3.53 1 FLOW 2148. 2110. 2083. 2056.
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 4.07 1 FLOW 2501. 2460. 2431. 2400.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCRCPS06 4.07 1 FLOW 2490. 2449. 2420. 2389.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ PS08 .18 1 FLOW 171. 168. 166. 164.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CPS08 4.25 1 FLOW 2590. 2548. 2517. 2486.
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 4.69 1 FLOW 2874. 2826. 2794. 2760.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCPS08 4.69 1 FLOW 2864. 2816. 2784. 2749.
TIME 3.92 3.92 3.92 3.92
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 4.91 1 FLOW 2997. 2948. 2914. 2878.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCED10-C 4.91 1 FLOW 2986. 2937. 2903. 2867.
TIME 3.92 3.92 3.92 3.92
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 5.33 1 FLOW 3284. 3231. 3196. 3155.
TIME 3.92 3.92 3.92 3.92
DIVERSION TO
+ DSAHARA 5.33 1 FLOW 1834. 1781. 1746. 1705.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCCSA08 5.33 1 FLOW 1450. 1450. 1450. 1450.
TIME 3.75 3.75 3.83 3.83
ROUTED TO
+ RCCSA08 5.33 1 FLOW 1453. 1453. 1452. 1450.
TIME 3.83 3.83 3.83 3.92
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 6.49 1 FLOW 2171. 2160. 2151. 2145.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCOK11C 6.49 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 6.94 1 FLOW 2447. 2431. 2418. 2406.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCWAL2 6.94 1 FLOW 2431. 2415. 2399. 2389.
TIME 3.92 3.92 3.92 4.00
HYDROGRAPH AT
+ CH50 .26 1 FLOW 180. 177. 175. 174.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CCH50 7.20 1 FLOW 2611. 2593. 2574. 2562.
TIME 3.92 3.92 3.92 4.00
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 8.58 1 FLOW 3373. 3343. 3313. 3289.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCCH22 8.58 1 FLOW 3331. 3306. 3276. 3255.
TIME 4.00 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 8.76 1 FLOW 3465. 3434. 3397. 3369.
TIME 3.92 3.92 3.92 4.00
ROUTED TO
+ RCAL96 8.76 1 FLOW 3448. 3422. 3386. 3367.
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 9.28 1 FLOW 3798. 3766. 3725. 3702.
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 20.84 1 FLOW 6740. 6660. 6594. 6537.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCAL93 20.84 1 FLOW 6715. 6623. 6558. 6493.
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 21.44 1 FLOW 7135. 7039. 6969. 6900.
TIME 4.00 4.00 4.00 4.00
DIVERSION TO
+ DLVOE 21.44 1 FLOW 4265. 4169. 4099. 4030.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ DCLC21 21.44 1 FLOW 2870. 2870. 2870. 2870.
TIME 3.58 3.58 3.58 3.58
ROUTED TO
+ RDCLC21 21.44 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 22.07 1 FLOW 3266. 3262. 3259. 3257.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCV1-C 22.07 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 22.34 1 FLOW 3488. 3480. 3475. 3469.
TIME 3.75 3.75 3.75 3.75
ROUTED TO
+ RCX-C1 22.34 1 FLOW 3481. 3473. 3466. 3460.
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 22.88 1 FLOW 3767. 3755. 3746. 3737.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCN-C 22.88 1 FLOW 3763. 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 23.18 1 FLOW 3951. 3935. 3923. 3913.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCP-C 23.18 1 FLOW 3941. 3924. 3910. 3900.
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 23.44 1 FLOW 4083. 4063. 4048. 4036.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCQ-C 23.44 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 23.68 1 FLOW 4189. 4170. 4156. 4144.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DLVOE .00 1 FLOW 4265. 4169. 4099. 4030.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RDLVOE .00 1 FLOW 4204. 4105. 4032. 3965.
TIME 4.00 4.00 4.00 4.08
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 4346. 4245. 4170. 4097.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCH-C1 .29 1 FLOW 4301. 4212. 4141. 4077.
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 4587. 4487. 4412. 4346.
TIME 4.00 4.08 4.08 4.08
ROUTED TO
+ RCE-C .90 1 FLOW 4579. 4485. 4407. 4339.
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 4675. 4579. 4500. 4431.
TIME 4.08 4.08 4.08 4.08
ROUTED TO
+ RCG 1.13 1 FLOW 4665. 4564. 4481. 4405.
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 4809. 4705. 4620. 4542.
TIME 4.08 4.08 4.08 4.08
ROUTED TO
+ RCK-C1 1.45 1 FLOW 4760. 4654. 4565. 4487.
TIME 4.08 4.08 4.08 4.08
2 COMBINED AT
+ CCLVW01C 25.13 1 FLOW 8799. 8677. 8575. 8485.
TIME 4.08 4.08 4.08 4.08
ROUTED TO
+ RCCLVW01 25.13 1 FLOW 8777. 8655. 8554. 8471.
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 27.19 1 FLOW 9777. 9630. 9507. 9406.
TIME 4.08 4.08 4.08 4.17
ROUTED TO
+ RCBN15-C 27.19 1 FLOW 9749. 9611. 9498. 9400.
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 29.00 1 FLOW 10714. 10550. 10402. 10287.
TIME 4.08 4.08 4.08 4.17
ROUTED TO
+ RCCCA10C 29.00 1 FLOW 10667. 10513. 10386. 10273.
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 29.47 1 FLOW 10933. 10775. 10644. 10528.
TIME 4.17 4.17 4.17 4.17
ROUTED TO
+ RCCST03C 29.47 1 FLOW 10901. 10738. 10594. 10480.
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 30.81 1 FLOW 11614. 11439. 11287. 11168.
TIME 4.17 4.17 4.17 4.17
ROUTED TO
+ RCCCH73 30.81 1 FLOW 11593. 11412. 11259. 11140.
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 32.11 1 FLOW 12258. 12067. 11906. 11780.
TIME 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ DSAHARA .00 1 FLOW 1834. 1781. 1746. 1705.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RDSAHARA .00 1 FLOW 1824. 1771. 1735. 1695.
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
3 COMBINED AT
+ CSA10-1 .48 1 FLOW 2103. 2045. 2006. 1963.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCSA10-1 .48 1 FLOW 2083. 2026. 1985. 1944.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA11 .40 1 FLOW 292. 288. 285. 282.
TIME 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CSA11 .88 1 FLOW 2375. 2314. 2270. 2226.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCSA11 .88 1 FLOW 2345. 2287. 2243. 2199.
TIME 4.00 4.00 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 .99 1 FLOW 2423. 2359. 2315. 2273.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCSA13-C .99 1 FLOW 2415. 2355. 2310. 2265.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR01B .07 1 FLOW 58. 57. 57. 56.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR01B 1.06 1 FLOW 2453. 2393. 2347. 2302.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCFR01B 1.06 1 FLOW 2452. 2391. 2345. 2300.
TIME 4.00 4.00 4.00 4.00
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 1.17 1 FLOW 2519. 2457. 2410. 2365.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA13-C 1.17 1 FLOW 2518. 2455. 2409. 2364.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR02A .11 1 FLOW 98. 96. 95. 94.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CFR02A 1.28 1 FLOW 2573. 2510. 2463. 2417.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCFR02A 1.28 1 FLOW 2573. 2509. 2462. 2416.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ FR02B .04 1 FLOW 37. 36. 35. 35.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CFR02B 1.32 1 FLOW 2584. 2520. 2473. 2427.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA14A .13 1 FLOW 115. 113. 111. 110.
TIME 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CSA14A 1.45 1 FLOW 2638. 2573. 2525. 2479.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA14A 1.45 1 FLOW 2637. 2572. 2524. 2478.
TIME 4.00 4.00 4.00 4.00
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 1.87 1 FLOW 2691. 2625. 2576. 2529.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA14B 1.87 1 FLOW 2689. 2623. 2575. 2529.
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
ROUTED TO
+ RFR01A .18 1 FLOW 116. 114. 113. 111.
TIME 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ FR02C .26 1 FLOW 159. 156. 154. 152.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CFR02C .44 1 FLOW 247. 243. 240. 237.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RFR02C .44 1 FLOW 244. 240. 237. 234.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA14C .06 1 FLOW 67. 66. 65. 64.
TIME 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CSA14C 2.37 1 FLOW 2956. 2886. 2834. 2784.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA14C 2.37 1 FLOW 2954. 2884. 2833. 2783.
TIME 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ SA16A .06 1 FLOW 57. 56. 56. 55.
TIME 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA16A 2.43 1 FLOW 2977. 2906. 2855. 2805.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA16A 2.43 1 FLOW 2975. 2904. 2852. 2802.
TIME 4.00 4.00 4.00 4.00
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
3 COMBINED AT
+ CSA16B 2.65 1 FLOW 3079. 3006. 2953. 2902.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCSA16B 2.65 1 FLOW 3076. 3004. 2950. 2900.
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 2.71 1 FLOW 3100. 3027. 2974. 2923.
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 2.78 1 FLOW 3124. 3051. 2997. 2946.
TIME 4.00 4.00 4.00 4.00
ROUTED TO
+ RCFR03B 2.78 1 FLOW 3120. 3047. 2994. 2944.
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
ROUTED TO
+ RCH51 .24 1 FLOW 168. 165. 163. 162.
TIME 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH52-C .31 1 FLOW 261. 258. 255. 253.
TIME 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH52 .55 1 FLOW 419. 413. 408. 404.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH52 .55 1 FLOW 414. 409. 404. 400.
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 .69 1 FLOW 523. 516. 510. 504.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH56A .69 1 FLOW 521. 513. 508. 502.
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 1.31 1 FLOW 936. 923. 912. 901.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH56B 1.31 1 FLOW 932. 919. 908. 897.
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 1.42 1 FLOW 1005. 990. 978. 967.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH63A 1.42 1 FLOW 998. 983. 971. 960.
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 1.57 1 FLOW 1079. 1063. 1050. 1038.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH63B 1.57 1 FLOW 1073. 1057. 1044. 1032.
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 1.87 1 FLOW 1281. 1263. 1247. 1233.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH68A 1.87 1 FLOW 1278. 1259. 1243. 1228.
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 2.20 1 FLOW 1474. 1451. 1432. 1416.
TIME 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH67A 2.20 1 FLOW 1458. 1434. 1415. 1401.
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 2.75 1 FLOW 1729. 1698. 1680. 1658.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCCFR04A 2.75 1 FLOW 1726. 1696. 1677. 1656.
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 2.99 1 FLOW 1846. 1814. 1793. 1770.
TIME 3.92 3.92 3.92 3.92
ROUTED TO
+ RCFR03A 2.99 1 FLOW 1842. 1810. 1788. 1766.
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 5.80 1 FLOW 4943. 4838. 4762. 4694.
TIME 3.92 3.92 3.92 3.92
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
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 3.12 227.35 240.55 1.58 5.00 227.27 240.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3358E+02 EXCESS= .0000E+00 OUTFLOW= .3359E+02 BASIN STORAGE= .3519E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 3.15 223.53 242.23 1.56 5.00 223.37 240.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3305E+02 EXCESS= .0000E+00 OUTFLOW= .3305E+02 BASIN STORAGE= .3206E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 3.16 220.33 240.44 1.54 5.00 220.27 240.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3262E+02 EXCESS= .0000E+00 OUTFLOW= .3263E+02 BASIN STORAGE= .3202E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCR4C1 MANE 3.18 217.65 241.65 1.52 5.00 217.58 240.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3225E+02 EXCESS= .0000E+00 OUTFLOW= .3225E+02 BASIN STORAGE= .3234E-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 .49 633.47 239.82 1.19 5.00 633.32 240.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8442E+02 EXCESS= .0000E+00 OUTFLOW= .8442E+02 BASIN STORAGE= .7132E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .49 622.28 240.07 1.17 5.00 622.24 240.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8306E+02 EXCESS= .0000E+00 OUTFLOW= .8306E+02 BASIN STORAGE= .7155E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .49 613.41 239.99 1.15 5.00 613.39 240.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8197E+02 EXCESS= .0000E+00 OUTFLOW= .8197E+02 BASIN STORAGE= .7254E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCE3FA MANE .50 605.29 239.74 1.14 5.00 605.20 240.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8102E+02 EXCESS= .0000E+00 OUTFLOW= .8102E+02 BASIN STORAGE= .7126E-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 1.11 2152.83 236.06 1.42 5.00 2148.20 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2680E+03 EXCESS= .0000E+00 OUTFLOW= .2680E+03 BASIN STORAGE= .2806E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE 1.12 2112.90 235.45 1.40 5.00 2109.83 235.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2634E+03 EXCESS= .0000E+00 OUTFLOW= .2634E+03 BASIN STORAGE= .2877E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE 1.12 2086.62 235.53 1.38 5.00 2083.48 235.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2599E+03 EXCESS= .0000E+00 OUTFLOW= .2599E+03 BASIN STORAGE= .2688E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS06 MANE 1.13 2059.54 235.65 1.36 5.00 2055.94 235.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2567E+03 EXCESS= .0000E+00 OUTFLOW= .2567E+03 BASIN STORAGE= .2731E-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 .92 2495.26 235.56 1.45 5.00 2490.30 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3155E+03 EXCESS= .0000E+00 OUTFLOW= .3155E+03 BASIN STORAGE= .2359E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .93 2453.34 236.22 1.43 5.00 2449.00 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3103E+03 EXCESS= .0000E+00 OUTFLOW= .3103E+03 BASIN STORAGE= .2397E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .93 2424.27 235.47 1.41 5.00 2419.84 235.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3063E+03 EXCESS= .0000E+00 OUTFLOW= .3063E+03 BASIN STORAGE= .2513E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRCPS06 MANE .94 2394.94 235.74 1.39 5.00 2389.20 235.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3026E+03 EXCESS= .0000E+00 OUTFLOW= .3026E+03 BASIN STORAGE= .2371E-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 .75 2868.86 235.48 1.47 5.00 2863.55 235.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3681E+03 EXCESS= .0000E+00 OUTFLOW= .3681E+03 BASIN STORAGE= .2014E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .76 2822.10 235.53 1.45 5.00 2816.34 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3621E+03 EXCESS= .0000E+00 OUTFLOW= .3621E+03 BASIN STORAGE= .2135E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .76 2790.07 235.88 1.43 5.00 2783.95 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3574E+03 EXCESS= .0000E+00 OUTFLOW= .3574E+03 BASIN STORAGE= .2036E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCPS08 MANE .76 2755.07 235.50 1.41 5.00 2749.49 235.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3531E+03 EXCESS= .0000E+00 OUTFLOW= .3531E+03 BASIN STORAGE= .2055E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .85 2992.22 235.67 1.47 5.00 2986.33 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3859E+03 EXCESS= .0000E+00 OUTFLOW= .3859E+03 BASIN STORAGE= .2458E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .86 2941.97 235.52 1.45 5.00 2936.55 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3796E+03 EXCESS= .0000E+00 OUTFLOW= .3796E+03 BASIN STORAGE= .2498E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .86 2909.51 235.75 1.43 5.00 2903.29 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3747E+03 EXCESS= .0000E+00 OUTFLOW= .3747E+03 BASIN STORAGE= .2489E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCED10-C MANE .87 2872.75 236.05 1.41 5.00 2866.97 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3702E+03 EXCESS= .0000E+00 OUTFLOW= .3702E+03 BASIN STORAGE= .2335E-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 1458.50 229.10 .74 5.00 1452.76 230.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2090E+03 EXCESS= .0000E+00 OUTFLOW= .2090E+03 BASIN STORAGE= .4474E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1458.99 229.10 .73 5.00 1452.90 230.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2064E+03 EXCESS= .0000E+00 OUTFLOW= .2064E+03 BASIN STORAGE= .4418E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1457.39 229.10 .72 5.00 1451.72 230.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2043E+03 EXCESS= .0000E+00 OUTFLOW= .2043E+03 BASIN STORAGE= .4420E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCSA08 MANE 2.18 1453.53 233.46 .71 5.00 1449.99 235.00 .71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2023E+03 EXCESS= .0000E+00 OUTFLOW= .2023E+03 BASIN STORAGE= .5036E-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 2168.08 237.06 .88 5.00 2163.66 240.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3046E+03 EXCESS= .0000E+00 OUTFLOW= .3046E+03 BASIN STORAGE= .4139E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.73 2156.90 237.54 .87 5.00 2152.98 240.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3005E+03 EXCESS= .0000E+00 OUTFLOW= .3004E+03 BASIN STORAGE= .4265E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.74 2147.54 237.94 .86 5.00 2144.34 240.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2971E+03 EXCESS= .0000E+00 OUTFLOW= .2971E+03 BASIN STORAGE= .4485E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK11C MANE 1.74 2140.65 238.23 .85 5.00 2138.45 240.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2941E+03 EXCESS= .0000E+00 OUTFLOW= .2940E+03 BASIN STORAGE= .4555E-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 2438.42 236.37 .91 5.00 2431.31 235.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3354E+03 EXCESS= .0000E+00 OUTFLOW= .3353E+03 BASIN STORAGE= .4944E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.94 2423.48 237.00 .89 5.00 2415.41 235.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3307E+03 EXCESS= .0000E+00 OUTFLOW= .3306E+03 BASIN STORAGE= .5011E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.95 2408.86 237.51 .88 5.00 2398.88 235.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3269E+03 EXCESS= .0000E+00 OUTFLOW= .3268E+03 BASIN STORAGE= .5267E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWAL2 MANE 1.95 2396.47 237.97 .87 5.00 2389.33 240.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3234E+03 EXCESS= .0000E+00 OUTFLOW= .3234E+03 BASIN STORAGE= .5451E-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 2.42 3350.12 236.70 .99 5.00 3331.15 240.00 .99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4518E+03 EXCESS= .0000E+00 OUTFLOW= .4518E+03 BASIN STORAGE= .6936E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.42 3324.27 237.56 .97 5.00 3305.54 240.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4454E+03 EXCESS= .0000E+00 OUTFLOW= .4453E+03 BASIN STORAGE= .7059E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.43 3291.20 238.39 .96 5.00 3275.89 240.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4399E+03 EXCESS= .0000E+00 OUTFLOW= .4398E+03 BASIN STORAGE= .7148E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH22 MANE 2.44 3265.39 239.09 .95 5.00 3255.19 240.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4351E+03 EXCESS= .0000E+00 OUTFLOW= .4351E+03 BASIN STORAGE= .7242E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.98 3453.23 239.29 1.01 5.00 3447.59 240.00 1.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4696E+03 EXCESS= .0000E+00 OUTFLOW= .4695E+03 BASIN STORAGE= .5858E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.98 3422.63 238.15 .99 5.00 3422.11 240.00 .99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4631E+03 EXCESS= .0000E+00 OUTFLOW= .4630E+03 BASIN STORAGE= .5722E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 1.99 3390.64 239.20 .98 5.00 3386.22 240.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4572E+03 EXCESS= .0000E+00 OUTFLOW= .4572E+03 BASIN STORAGE= .6261E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL96 MANE 2.00 3366.92 239.99 .97 5.00 3366.81 240.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4523E+03 EXCESS= .0000E+00 OUTFLOW= .4522E+03 BASIN STORAGE= .5964E-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 1.88 6716.93 240.15 1.20 5.00 6714.62 240.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1335E+04 EXCESS= .0000E+00 OUTFLOW= .1335E+04 BASIN STORAGE= .8160E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.89 6625.04 241.30 1.18 5.00 6623.46 240.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1315E+04 EXCESS= .0000E+00 OUTFLOW= .1315E+04 BASIN STORAGE= .8132E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.89 6564.23 240.37 1.17 5.00 6558.13 240.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1298E+04 EXCESS= .0000E+00 OUTFLOW= .1298E+04 BASIN STORAGE= .8108E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL93 MANE 1.90 6500.16 241.21 1.15 5.00 6492.90 240.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1284E+04 EXCESS= .0000E+00 OUTFLOW= .1284E+04 BASIN STORAGE= .8085E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2891.53 218.69 .93 5.00 2870.35 230.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1063E+04 EXCESS= .0000E+00 OUTFLOW= .1063E+04 BASIN STORAGE= .5683E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2892.99 218.69 .92 5.00 2870.38 230.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1053E+04 EXCESS= .0000E+00 OUTFLOW= .1053E+04 BASIN STORAGE= .5663E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2894.71 218.69 .91 5.00 2870.40 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1045E+04 EXCESS= .0000E+00 OUTFLOW= .1045E+04 BASIN STORAGE= .5646E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCLC21 MANE 1.84 2895.98 218.69 .91 5.00 2870.42 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1038E+04 EXCESS= .0000E+00 OUTFLOW= .1038E+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 3263.96 227.09 .95 5.00 3263.88 225.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1117E+04 EXCESS= .0000E+00 OUTFLOW= .1117E+04 BASIN STORAGE= .3698E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.14 3260.78 226.05 .94 5.00 3260.24 225.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+04 EXCESS= .0000E+00 OUTFLOW= .1106E+04 BASIN STORAGE= .3685E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.14 3258.30 226.12 .93 5.00 3257.23 225.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1098E+04 EXCESS= .0000E+00 OUTFLOW= .1098E+04 BASIN STORAGE= .3674E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCV1-C MANE 1.14 3255.97 226.19 .93 5.00 3254.27 225.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1090E+04 EXCESS= .0000E+00 OUTFLOW= .1090E+04 BASIN STORAGE= .3664E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3484.68 225.75 .96 5.00 3480.51 225.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1139E+04 EXCESS= .0000E+00 OUTFLOW= .1139E+04 BASIN STORAGE= .3416E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3478.91 225.94 .95 5.00 3472.55 225.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1128E+04 EXCESS= .0000E+00 OUTFLOW= .1128E+04 BASIN STORAGE= .3404E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3473.71 226.09 .94 5.00 3465.75 225.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1120E+04 EXCESS= .0000E+00 OUTFLOW= .1119E+04 BASIN STORAGE= .3394E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCX-C1 MANE 1.02 3467.74 226.22 .93 5.00 3460.17 225.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1112E+04 EXCESS= .0000E+00 OUTFLOW= .1112E+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 3764.47 230.50 .97 5.00 3762.59 230.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+04 EXCESS= .0000E+00 OUTFLOW= .1179E+04 BASIN STORAGE= .4849E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.41 3752.91 230.79 .96 5.00 3749.94 230.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1168E+04 EXCESS= .0000E+00 OUTFLOW= .1168E+04 BASIN STORAGE= .4832E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.41 3743.54 231.03 .95 5.00 3740.21 230.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1158E+04 EXCESS= .0000E+00 OUTFLOW= .1158E+04 BASIN STORAGE= .4818E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCN-C MANE 1.41 3735.48 231.23 .94 5.00 3732.10 230.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1150E+04 EXCESS= .0000E+00 OUTFLOW= .1150E+04 BASIN STORAGE= .4805E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3947.76 231.65 .97 5.00 3940.75 230.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1200E+04 EXCESS= .0000E+00 OUTFLOW= .1200E+04 BASIN STORAGE= .4850E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3930.29 230.65 .96 5.00 3923.60 230.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1188E+04 EXCESS= .0000E+00 OUTFLOW= .1188E+04 BASIN STORAGE= .4833E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3919.11 230.94 .95 5.00 3910.41 230.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+04 EXCESS= .0000E+00 OUTFLOW= .1178E+04 BASIN STORAGE= .4819E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCP-C MANE 1.38 3909.83 231.18 .95 5.00 3899.92 230.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1170E+04 EXCESS= .0000E+00 OUTFLOW= .1170E+04 BASIN STORAGE= .4806E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.66 4074.61 233.88 .97 5.00 4070.28 235.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1216E+04 EXCESS= .0000E+00 OUTFLOW= .1216E+04 BASIN STORAGE= .9476E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.66 4056.48 234.33 .96 5.00 4053.16 235.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1204E+04 EXCESS= .0000E+00 OUTFLOW= .1203E+04 BASIN STORAGE= .9443E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.67 4042.85 234.69 .95 5.00 4040.97 235.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1194E+04 EXCESS= .0000E+00 OUTFLOW= .1194E+04 BASIN STORAGE= .9416E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCQ-C MANE 2.67 4031.30 234.97 .95 5.00 4031.12 235.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1185E+04 EXCESS= .0000E+00 OUTFLOW= .1185E+04 BASIN STORAGE= .9391E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 4249.20 243.00 -1.00 5.00 4203.99 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 4157.23 243.00 -1.00 5.00 4104.84 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 4088.62 243.00 -1.00 5.00 4031.81 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDLVOE MANE 1.50 4022.77 243.00 -1.00 5.00 3964.81 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.70 4340.80 242.50 23.26 5.00 4301.32 245.00 23.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3559E+03 EXCESS= .0000E+00 OUTFLOW= .3560E+03 BASIN STORAGE= .5567E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.71 4239.61 243.09 22.51 5.00 4211.53 245.00 22.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3446E+03 EXCESS= .0000E+00 OUTFLOW= .3446E+03 BASIN STORAGE= .6254E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.72 4167.41 243.09 21.87 5.00 4140.60 245.00 21.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3348E+03 EXCESS= .0000E+00 OUTFLOW= .3348E+03 BASIN STORAGE= .6413E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH-C1 MANE 1.74 4099.04 243.07 21.34 5.00 4077.19 245.00 21.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3266E+03 EXCESS= .0000E+00 OUTFLOW= .3266E+03 BASIN STORAGE= .5471E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .93 4589.40 241.84 8.27 5.00 4579.05 245.00 8.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3974E+03 EXCESS= .0000E+00 OUTFLOW= .3974E+03 BASIN STORAGE= .3134E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .94 4485.73 244.93 8.01 5.00 4484.91 245.00 8.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3851E+03 EXCESS= .0000E+00 OUTFLOW= .3851E+03 BASIN STORAGE= .3317E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .95 4408.69 244.68 7.80 5.00 4406.76 245.00 7.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3747E+03 EXCESS= .0000E+00 OUTFLOW= .3747E+03 BASIN STORAGE= .3127E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCE-C MANE .95 4339.64 245.23 7.62 5.00 4339.29 245.00 7.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3661E+03 EXCESS= .0000E+00 OUTFLOW= .3661E+03 BASIN STORAGE= .3099E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.97 4667.46 244.66 6.80 5.00 4664.59 245.00 6.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4111E+03 EXCESS= .0000E+00 OUTFLOW= .4111E+03 BASIN STORAGE= .6506E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 1.99 4565.34 244.71 6.59 5.00 4563.74 245.00 6.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3985E+03 EXCESS= .0000E+00 OUTFLOW= .3985E+03 BASIN STORAGE= .6453E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 2.00 4483.28 244.42 6.41 5.00 4480.81 245.00 6.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3879E+03 EXCESS= .0000E+00 OUTFLOW= .3879E+03 BASIN STORAGE= .6816E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCG MANE 2.02 4405.54 243.92 6.27 5.00 4404.94 245.00 6.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3792E+03 EXCESS= .0000E+00 OUTFLOW= .3792E+03 BASIN STORAGE= .7510E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.85 4780.63 246.29 5.55 5.00 4760.45 245.00 5.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4302E+03 EXCESS= .0000E+00 OUTFLOW= .4302E+03 BASIN STORAGE= .4635E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.87 4679.39 246.46 5.38 5.00 4653.57 245.00 5.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4172E+03 EXCESS= .0000E+00 OUTFLOW= .4172E+03 BASIN STORAGE= .4474E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.88 4590.17 246.28 5.24 5.00 4564.89 245.00 5.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4064E+03 EXCESS= .0000E+00 OUTFLOW= .4064E+03 BASIN STORAGE= .4547E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCK-C1 MANE 1.89 4512.43 247.86 5.12 5.00 4486.95 245.00 5.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3973E+03 EXCESS= .0000E+00 OUTFLOW= .3973E+03 BASIN STORAGE= .4709E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8776.64 250.00 1.24 5.00 8776.64 250.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1660E+04 EXCESS= .0000E+00 OUTFLOW= .1660E+04 BASIN STORAGE= .2094E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8655.02 250.00 1.22 5.00 8655.02 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1634E+04 EXCESS= .0000E+00 OUTFLOW= .1634E+04 BASIN STORAGE= .2086E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8553.56 250.00 1.20 5.00 8553.56 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1613E+04 EXCESS= .0000E+00 OUTFLOW= .1613E+04 BASIN STORAGE= .2080E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCLVW01 MANE 5.00 8470.86 250.00 1.19 5.00 8470.86 250.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1596E+04 EXCESS= .0000E+00 OUTFLOW= .1595E+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 1.14 9768.51 247.07 1.25 5.00 9749.26 250.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1806E+04 EXCESS= .0000E+00 OUTFLOW= .1806E+04 BASIN STORAGE= .4992E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.15 9624.33 247.34 1.23 5.00 9610.96 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1778E+04 EXCESS= .0000E+00 OUTFLOW= .1777E+04 BASIN STORAGE= .4974E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.15 9504.40 247.41 1.21 5.00 9498.42 250.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1755E+04 EXCESS= .0000E+00 OUTFLOW= .1755E+04 BASIN STORAGE= .4959E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBN15-C MANE 1.16 9404.40 249.56 1.20 5.00 9400.40 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1735E+04 EXCESS= .0000E+00 OUTFLOW= .1735E+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 1.31 10687.93 248.02 1.25 5.00 10666.94 250.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1940E+04 EXCESS= .0000E+00 OUTFLOW= .1939E+04 BASIN STORAGE= .6274E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.32 10528.20 248.18 1.23 5.00 10513.06 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1909E+04 EXCESS= .0000E+00 OUTFLOW= .1909E+04 BASIN STORAGE= .6252E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.33 10395.51 249.54 1.22 5.00 10385.85 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1884E+04 EXCESS= .0000E+00 OUTFLOW= .1884E+04 BASIN STORAGE= .6233E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCA10C MANE 1.33 10281.22 249.28 1.20 5.00 10272.84 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1863E+04 EXCESS= .0000E+00 OUTFLOW= .1863E+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 1.87 10902.03 250.21 1.26 5.00 10900.50 250.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1976E+04 EXCESS= .0000E+00 OUTFLOW= .1975E+04 BASIN STORAGE= .8799E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.88 10738.52 251.61 1.24 5.00 10737.99 250.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1944E+04 EXCESS= .0000E+00 OUTFLOW= .1944E+04 BASIN STORAGE= .8766E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.89 10599.46 250.91 1.22 5.00 10593.63 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1919E+04 EXCESS= .0000E+00 OUTFLOW= .1919E+04 BASIN STORAGE= .8740E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCST03C MANE 1.89 10493.02 251.96 1.21 5.00 10480.46 250.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1898E+04 EXCESS= .0000E+00 OUTFLOW= .1897E+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 11597.72 250.63 1.27 5.00 11592.61 250.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2083E+04 EXCESS= .0000E+00 OUTFLOW= .2083E+04 BASIN STORAGE= .3071E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .57 11424.25 250.45 1.25 5.00 11412.45 250.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2050E+04 EXCESS= .0000E+00 OUTFLOW= .2050E+04 BASIN STORAGE= .3060E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .57 11271.67 250.66 1.23 5.00 11259.17 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2024E+04 EXCESS= .0000E+00 OUTFLOW= .2024E+04 BASIN STORAGE= .3051E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCCH73 MANE .57 11156.00 250.57 1.22 5.00 11140.50 250.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2001E+04 EXCESS= .0000E+00 OUTFLOW= .2001E+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 .95 1829.57 235.75 -1.00 5.00 1824.07 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .96 1776.09 235.66 -1.00 5.00 1770.87 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .97 1739.99 235.64 -1.00 5.00 1734.68 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RDSAHARA MANE .97 1701.36 235.90 -1.00 5.00 1695.23 235.00 -1.00
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 1.07 2096.55 236.48 10.11 5.00 2082.85 235.00 10.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2595E+03 EXCESS= .0000E+00 OUTFLOW= .2595E+03 BASIN STORAGE= .2721E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 1.09 2039.02 235.86 9.92 5.00 2026.27 235.00 9.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2545E+03 EXCESS= .0000E+00 OUTFLOW= .2545E+03 BASIN STORAGE= .2738E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 1.10 1999.07 236.61 9.77 5.00 1985.43 235.00 9.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2507E+03 EXCESS= .0000E+00 OUTFLOW= .2507E+03 BASIN STORAGE= .2733E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA10-1 MANE 1.10 1958.27 236.43 9.64 5.00 1943.60 235.00 9.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2473E+03 EXCESS= .0000E+00 OUTFLOW= .2473E+03 BASIN STORAGE= .2651E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 1.46 2369.67 236.32 6.40 5.00 2344.63 240.00 6.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2992E+03 EXCESS= .0000E+00 OUTFLOW= .2992E+03 BASIN STORAGE= .3677E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 1.47 2308.35 237.30 6.29 5.00 2287.25 240.00 6.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2937E+03 EXCESS= .0000E+00 OUTFLOW= .2937E+03 BASIN STORAGE= .3638E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 1.49 2263.58 237.64 6.19 5.00 2243.11 240.00 6.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2893E+03 EXCESS= .0000E+00 OUTFLOW= .2893E+03 BASIN STORAGE= .3671E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA11 MANE 1.50 2223.52 236.54 6.11 5.00 2198.75 240.00 6.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2856E+03 EXCESS= .0000E+00 OUTFLOW= .2856E+03 BASIN STORAGE= .3684E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .80 2422.08 236.07 5.87 5.00 2414.72 240.00 5.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3101E+03 EXCESS= .0000E+00 OUTFLOW= .3101E+03 BASIN STORAGE= .2022E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .81 2359.15 236.18 5.76 5.00 2354.86 240.00 5.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3044E+03 EXCESS= .0000E+00 OUTFLOW= .3044E+03 BASIN STORAGE= .2108E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .81 2315.20 236.35 5.68 5.00 2309.67 240.00 5.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3000E+03 EXCESS= .0000E+00 OUTFLOW= .3000E+03 BASIN STORAGE= .2022E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .82 2272.66 236.47 5.60 5.00 2265.35 240.00 5.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2961E+03 EXCESS= .0000E+00 OUTFLOW= .2961E+03 BASIN STORAGE= .2009E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE .62 2452.45 239.97 5.61 5.00 2452.22 240.00 5.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3163E+03 EXCESS= .0000E+00 OUTFLOW= .3163E+03 BASIN STORAGE= .1656E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE .63 2391.46 239.85 5.50 5.00 2390.70 240.00 5.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3105E+03 EXCESS= .0000E+00 OUTFLOW= .3105E+03 BASIN STORAGE= .1641E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE .64 2345.86 239.80 5.42 5.00 2344.97 240.00 5.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3060E+03 EXCESS= .0000E+00 OUTFLOW= .3060E+03 BASIN STORAGE= .1650E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR01B MANE .64 2301.44 239.72 5.35 5.00 2300.50 240.00 5.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3021E+03 EXCESS= .0000E+00 OUTFLOW= .3021E+03 BASIN STORAGE= .1666E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .42 2518.01 240.07 5.25 5.00 2517.96 240.00 5.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3273E+03 EXCESS= .0000E+00 OUTFLOW= .3273E+03 BASIN STORAGE= .1089E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .42 2455.63 239.96 5.16 5.00 2455.49 240.00 5.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3213E+03 EXCESS= .0000E+00 OUTFLOW= .3213E+03 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .42 2408.92 240.10 5.08 5.00 2408.84 240.00 5.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3167E+03 EXCESS= .0000E+00 OUTFLOW= .3167E+03 BASIN STORAGE= .1068E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA13-C MANE .43 2364.04 239.79 5.02 5.00 2363.78 240.00 5.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3126E+03 EXCESS= .0000E+00 OUTFLOW= .3126E+03 BASIN STORAGE= .1063E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .39 2572.78 240.02 4.92 5.00 2572.75 240.00 4.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3367E+03 EXCESS= .0000E+00 OUTFLOW= .3367E+03 BASIN STORAGE= .1026E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .39 2509.02 240.09 4.83 5.00 2508.95 240.00 4.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3306E+03 EXCESS= .0000E+00 OUTFLOW= .3306E+03 BASIN STORAGE= .1028E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .39 2462.12 239.96 4.76 5.00 2461.97 240.00 4.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3258E+03 EXCESS= .0000E+00 OUTFLOW= .3258E+03 BASIN STORAGE= .1026E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR02A MANE .40 2416.39 239.79 4.70 5.00 2416.11 240.00 4.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3216E+03 EXCESS= .0000E+00 OUTFLOW= .3216E+03 BASIN STORAGE= .9871E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .40 2637.49 239.96 4.52 5.00 2637.29 240.00 4.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3497E+03 EXCESS= .0000E+00 OUTFLOW= .3497E+03 BASIN STORAGE= .1028E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .40 2572.51 239.94 4.44 5.00 2572.23 240.00 4.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3434E+03 EXCESS= .0000E+00 OUTFLOW= .3434E+03 BASIN STORAGE= .1060E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .41 2524.53 239.71 4.37 5.00 2524.29 240.00 4.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3384E+03 EXCESS= .0000E+00 OUTFLOW= .3384E+03 BASIN STORAGE= .1032E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14A MANE .41 2478.45 239.86 4.32 5.00 2477.95 240.00 4.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3341E+03 EXCESS= .0000E+00 OUTFLOW= .3341E+03 BASIN STORAGE= .1069E-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 .40 2689.53 239.82 3.61 5.00 2689.21 240.00 3.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3601E+03 EXCESS= .0000E+00 OUTFLOW= .3601E+03 BASIN STORAGE= .1099E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .41 2623.32 239.76 3.54 5.00 2623.25 240.00 3.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3536E+03 EXCESS= .0000E+00 OUTFLOW= .3536E+03 BASIN STORAGE= .1091E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .41 2575.14 239.91 3.49 5.00 2574.88 240.00 3.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3485E+03 EXCESS= .0000E+00 OUTFLOW= .3485E+03 BASIN STORAGE= .1059E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14B MANE .41 2528.58 240.02 3.45 5.00 2528.56 240.00 3.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3441E+03 EXCESS= .0000E+00 OUTFLOW= .3441E+03 BASIN STORAGE= .1047E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR01A MANE 5.00 115.71 245.00 1.57 5.00 115.71 245.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1478E+02 EXCESS= .0000E+00 OUTFLOW= .1478E+02 BASIN STORAGE= .2472E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFR01A MANE 5.00 113.93 245.00 1.54 5.00 113.93 245.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1454E+02 EXCESS= .0000E+00 OUTFLOW= .1454E+02 BASIN STORAGE= .2377E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFR01A MANE 5.00 112.51 245.00 1.52 5.00 112.51 245.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1435E+02 EXCESS= .0000E+00 OUTFLOW= .1435E+02 BASIN STORAGE= .2361E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFR01A MANE 5.00 111.27 245.00 1.50 5.00 111.27 245.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1418E+02 EXCESS= .0000E+00 OUTFLOW= .1419E+02 BASIN STORAGE= .2346E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RFR02C MANE 2.15 246.20 236.74 1.38 5.00 244.33 240.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3204E+02 EXCESS= .0000E+00 OUTFLOW= .3204E+02 BASIN STORAGE= .2383E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 2.17 241.62 238.40 1.36 5.00 240.29 240.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3149E+02 EXCESS= .0000E+00 OUTFLOW= .3148E+02 BASIN STORAGE= .2400E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 2.18 238.73 237.57 1.34 5.00 237.17 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3104E+02 EXCESS= .0000E+00 OUTFLOW= .3104E+02 BASIN STORAGE= .2269E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFR02C MANE 2.19 235.38 236.58 1.32 5.00 234.06 240.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3066E+02 EXCESS= .0000E+00 OUTFLOW= .3066E+02 BASIN STORAGE= .2193E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .47 2954.33 239.69 3.15 5.00 2954.33 240.00 3.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3977E+03 EXCESS= .0000E+00 OUTFLOW= .3977E+03 BASIN STORAGE= .1353E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .47 2884.19 240.11 3.09 5.00 2884.04 240.00 3.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3906E+03 EXCESS= .0000E+00 OUTFLOW= .3906E+03 BASIN STORAGE= .1272E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .48 2832.82 239.94 3.05 5.00 2832.60 240.00 3.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3850E+03 EXCESS= .0000E+00 OUTFLOW= .3850E+03 BASIN STORAGE= .1296E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA14C MANE .48 2782.90 239.72 3.01 5.00 2782.74 240.00 3.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3802E+03 EXCESS= .0000E+00 OUTFLOW= .3802E+03 BASIN STORAGE= .1264E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .47 2975.04 239.88 3.11 5.00 2974.78 240.00 3.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4027E+03 EXCESS= .0000E+00 OUTFLOW= .4027E+03 BASIN STORAGE= .1341E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .48 2903.82 239.80 3.06 5.00 2903.78 240.00 3.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3954E+03 EXCESS= .0000E+00 OUTFLOW= .3954E+03 BASIN STORAGE= .1335E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .48 2852.71 240.08 3.01 5.00 2852.46 240.00 3.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3898E+03 EXCESS= .0000E+00 OUTFLOW= .3898E+03 BASIN STORAGE= .1289E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16A MANE .49 2802.64 239.85 2.97 5.00 2802.44 240.00 2.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3849E+03 EXCESS= .0000E+00 OUTFLOW= .3849E+03 BASIN STORAGE= .1279E-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 .49 3075.93 240.29 2.98 5.00 3075.80 240.00 2.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4199E+03 EXCESS= .0000E+00 OUTFLOW= .4199E+03 BASIN STORAGE= .1369E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .50 3003.88 240.09 2.92 5.00 3003.51 240.00 2.92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4124E+03 EXCESS= .0000E+00 OUTFLOW= .4124E+03 BASIN STORAGE= .1371E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .50 2950.62 240.29 2.88 5.00 2950.29 240.00 2.88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4065E+03 EXCESS= .0000E+00 OUTFLOW= .4065E+03 BASIN STORAGE= .1359E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA16B MANE .51 2900.20 239.95 2.84 5.00 2900.11 240.00 2.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4014E+03 EXCESS= .0000E+00 OUTFLOW= .4014E+03 BASIN STORAGE= .1367E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .53 3120.77 240.21 2.91 5.00 3120.48 240.00 2.91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4305E+03 EXCESS= .0000E+00 OUTFLOW= .4305E+03 BASIN STORAGE= .1468E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .54 3047.54 239.80 2.86 5.00 3047.47 240.00 2.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4228E+03 EXCESS= .0000E+00 OUTFLOW= .4228E+03 BASIN STORAGE= .1588E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .54 2994.13 239.89 2.82 5.00 2993.94 240.00 2.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4168E+03 EXCESS= .0000E+00 OUTFLOW= .4168E+03 BASIN STORAGE= .1506E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03B MANE .55 2943.93 239.89 2.78 5.00 2943.71 240.00 2.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4116E+03 EXCESS= .0000E+00 OUTFLOW= .4116E+03 BASIN STORAGE= .1497E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH51 MANE 5.00 167.67 235.00 1.67 5.00 167.67 235.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2104E+02 EXCESS= .0000E+00 OUTFLOW= .2105E+02 BASIN STORAGE= .5780E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH51 MANE 5.00 165.21 235.00 1.64 5.00 165.21 235.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2072E+02 EXCESS= .0000E+00 OUTFLOW= .2072E+02 BASIN STORAGE= .5738E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH51 MANE 5.00 163.24 235.00 1.62 5.00 163.24 235.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2046E+02 EXCESS= .0000E+00 OUTFLOW= .2046E+02 BASIN STORAGE= .5705E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCH51 MANE 5.00 161.51 235.00 1.60 5.00 161.51 235.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2023E+02 EXCESS= .0000E+00 OUTFLOW= .2024E+02 BASIN STORAGE= .5675E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.37 417.25 231.85 1.78 5.00 414.44 230.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5208E+02 EXCESS= .0000E+00 OUTFLOW= .5208E+02 BASIN STORAGE= .1696E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.38 411.56 231.79 1.76 5.00 408.65 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5131E+02 EXCESS= .0000E+00 OUTFLOW= .5131E+02 BASIN STORAGE= .1908E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.39 407.50 231.47 1.73 5.00 404.15 230.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5070E+02 EXCESS= .0000E+00 OUTFLOW= .5070E+02 BASIN STORAGE= .1725E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH52 MANE 1.39 402.83 231.01 1.72 5.00 399.57 230.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5016E+02 EXCESS= .0000E+00 OUTFLOW= .5016E+02 BASIN STORAGE= .1861E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .69 522.37 230.49 1.76 5.00 520.83 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6446E+02 EXCESS= .0000E+00 OUTFLOW= .6446E+02 BASIN STORAGE= .9416E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .69 514.78 230.41 1.73 5.00 513.40 230.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6350E+02 EXCESS= .0000E+00 OUTFLOW= .6350E+02 BASIN STORAGE= .9646E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .70 509.68 230.75 1.71 5.00 507.77 230.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6273E+02 EXCESS= .0000E+00 OUTFLOW= .6273E+02 BASIN STORAGE= .9508E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56A MANE .70 503.46 231.09 1.69 5.00 501.99 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6206E+02 EXCESS= .0000E+00 OUTFLOW= .6206E+02 BASIN STORAGE= .9280E-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 .51 935.83 230.78 1.67 5.00 932.32 230.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1163E+03 EXCESS= .0000E+00 OUTFLOW= .1163E+03 BASIN STORAGE= .8738E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .51 922.21 230.64 1.64 5.00 918.55 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1145E+03 EXCESS= .0000E+00 OUTFLOW= .1145E+03 BASIN STORAGE= .8582E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .51 911.38 230.70 1.62 5.00 907.66 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1130E+03 EXCESS= .0000E+00 OUTFLOW= .1130E+03 BASIN STORAGE= .8733E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH56B MANE .51 901.14 230.72 1.60 5.00 897.48 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1116E+03 EXCESS= .0000E+00 OUTFLOW= .1116E+03 BASIN STORAGE= .9065E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.15 1001.70 231.93 1.65 5.00 997.52 230.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1250E+03 EXCESS= .0000E+00 OUTFLOW= .1250E+03 BASIN STORAGE= .2124E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.16 987.76 231.01 1.62 5.00 983.00 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1230E+03 EXCESS= .0000E+00 OUTFLOW= .1230E+03 BASIN STORAGE= .2254E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.16 975.63 230.96 1.60 5.00 971.04 230.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1213E+03 EXCESS= .0000E+00 OUTFLOW= .1213E+03 BASIN STORAGE= .2145E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63A MANE 1.17 964.28 232.00 1.58 5.00 960.02 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1199E+03 EXCESS= .0000E+00 OUTFLOW= .1199E+03 BASIN STORAGE= .2140E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.18 1075.44 230.70 1.63 5.00 1072.71 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1372E+03 EXCESS= .0000E+00 OUTFLOW= .1372E+03 BASIN STORAGE= .2417E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.19 1060.12 230.87 1.61 5.00 1057.09 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1350E+03 EXCESS= .0000E+00 OUTFLOW= .1350E+03 BASIN STORAGE= .2131E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.20 1047.05 230.80 1.59 5.00 1043.94 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1332E+03 EXCESS= .0000E+00 OUTFLOW= .1332E+03 BASIN STORAGE= .2491E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH63B MANE 1.20 1034.92 230.65 1.57 5.00 1032.07 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1316E+03 EXCESS= .0000E+00 OUTFLOW= .1316E+03 BASIN STORAGE= .2499E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .63 1279.71 230.58 1.61 5.00 1277.83 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1604E+03 EXCESS= .0000E+00 OUTFLOW= .1604E+03 BASIN STORAGE= .1322E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .64 1260.78 230.68 1.58 5.00 1258.86 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1579E+03 EXCESS= .0000E+00 OUTFLOW= .1579E+03 BASIN STORAGE= .1326E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .64 1245.03 230.57 1.56 5.00 1242.97 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1558E+03 EXCESS= .0000E+00 OUTFLOW= .1558E+03 BASIN STORAGE= .1312E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH68A MANE .64 1230.20 230.34 1.54 5.00 1228.49 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1539E+03 EXCESS= .0000E+00 OUTFLOW= .1539E+03 BASIN STORAGE= .1341E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.70 1466.35 232.25 1.55 5.00 1458.01 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1815E+03 EXCESS= .0000E+00 OUTFLOW= .1815E+03 BASIN STORAGE= .6176E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.72 1443.94 230.97 1.52 5.00 1434.44 230.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1785E+03 EXCESS= .0000E+00 OUTFLOW= .1785E+03 BASIN STORAGE= .5876E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.73 1425.51 232.17 1.50 5.00 1415.26 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1761E+03 EXCESS= .0000E+00 OUTFLOW= .1761E+03 BASIN STORAGE= .5874E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH67A MANE 2.74 1407.03 230.54 1.48 5.00 1401.46 230.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1739E+03 EXCESS= .0000E+00 OUTFLOW= .1739E+03 BASIN STORAGE= .6003E-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 1.05 1726.60 235.35 1.51 5.00 1726.33 235.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2223E+03 EXCESS= .0000E+00 OUTFLOW= .2223E+03 BASIN STORAGE= .2348E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.06 1696.28 234.96 1.49 5.00 1696.21 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2187E+03 EXCESS= .0000E+00 OUTFLOW= .2187E+03 BASIN STORAGE= .2357E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.06 1677.13 234.92 1.47 5.00 1677.04 235.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2157E+03 EXCESS= .0000E+00 OUTFLOW= .2157E+03 BASIN STORAGE= .2302E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCFR04A MANE 1.07 1655.92 235.09 1.45 5.00 1655.79 235.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2131E+03 EXCESS= .0000E+00 OUTFLOW= .2131E+03 BASIN STORAGE= .2335E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.14 1842.33 235.43 1.48 5.00 1841.57 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2362E+03 EXCESS= .0000E+00 OUTFLOW= .2362E+03 BASIN STORAGE= .2557E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.15 1810.25 234.81 1.46 5.00 1810.11 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2323E+03 EXCESS= .0000E+00 OUTFLOW= .2323E+03 BASIN STORAGE= .2666E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.15 1788.43 235.90 1.44 5.00 1788.15 235.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2290E+03 EXCESS= .0000E+00 OUTFLOW= .2290E+03 BASIN STORAGE= .2607E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCFR03A MANE 1.16 1766.46 234.80 1.42 5.00 1766.34 235.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2262E+03 EXCESS= .0000E+00 OUTFLOW= .2262E+03 BASIN STORAGE= .2786E-02 PERCENT ERROR= .0
*** NORMAL END OF HEC-1 ***