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 12:58:41 * * (916) 756-1104 *

* * * *

***************************************** ***************************************

 

 

 

 

 

X X XXXXXXX XXXXX X

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X X X X X

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X X XXXXXXX XXXXX XXX

 

 

 

 

THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW.

 

THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.

THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION

NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,

DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION

KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

 

 

1 HEC-1 INPUT PAGE 1

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

*DIAGRAM

*** FREE ***

1 ID BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY

2 ID DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS

3 ID PREPARED FOR CITY OF LAS VEGAS

4 ID INPUT FILE NAME = SW4PB2.DAT INPUT FILE DATE = JULY 2010

5 ID HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:

6 ID

7 ID CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE

8 ID CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)

9 ID RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

10 ID INPUT FILE = SW4.DAT

11 ID INPUT FILE DATE = MAY 2008

12 ID DESIGN STORM = 100-YEAR 6-HR STORM

13 ID STORM DISTRIBUTION = SDN #4

14 ID MODELED BY PBS&J (BRIAN ROWLEY, E.I., CFM)

15 ID CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)

16 ID STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)

17 ID

18 ID REFERENCED HYDROLOGIC MODELS:

19 ID CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)

20 ID PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)

21 ID FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)

22 ID HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)

23 ID AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)

24 ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT

25 ID (VTN NEVADA, MAY 2003)

26 ID MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)

27 ID OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)

28 ID MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)

29 ID OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)

30 ID

31 ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:

32 ID

33 ID AREA DARF

34 ID SQ. MI.

35 ID 8-9 0.875

36 ID 9-10 0.865

37 ID 10-11 0.857

38 ID 11-12 0.85

39 ID

40 IT 5 0 0 300

41 IO 5 0 0

42 IN 5 0 0

43 JR PREC 0.875 0.865 0.857 0.85

*

44 KK FW01

45 BA 0.325

46 PB 2.77

47 PC 0.000 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151

48 PC 0.155 0.156 0.159 0.162 0.169 0.172 0.179 0.189 0.201 0.211

49 PC 0.220 0.228 0.232 0.240 0.246 0.252 0.260 0.269 0.276 0.283

50 PC 0.286 0.292 0.302 0.312 0.321 0.332 0.352 0.376 0.415 0.462

51 PC 0.530 0.610 0.710 0.732 0.756 0.782 0.799 0.813 0.823 0.830

1 HEC-1 INPUT PAGE 2

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

52 PC 0.835 0.844 0.851 0.864 0.885 0.908 0.924 0.944 0.968 0.973

53 PC 0.978 0.982 0.984 0.986 0.988 0.991 0.992 0.993 0.994 0.997

54 PC 0.998 0.999 1.000

55 LS 0 77.2

56 UD 0.367

*

57 KK RFW1

58 KM ROUTE FW01 TO CFW2

59 KM TWAIN

60 RD 2700 0.0081 0.016 0 TRAP 0 50

*

61 KK FW02

62 BA 0.240

63 PB 2.77

64 LS 0 80.5

65 UD 0.367

*

66 KK CFW2

67 KM COMBINE RFW1 AND FW02

68 KM TWAIN AND JONES

69 HC 2

*

70 KK RCFW2

71 KM ROUTE CFW2 TO CFW3

72 KM TWAIN

73 RD 2500 0.0072 0.016 0 TRAP 0 50

*

74 KK FW03

75 BA 0.255

76 PB 2.77

77 LS 0 90.6

78 UD 0.367

*

79 KK CFW3

80 KM COMBINE RCFW2 AND FW03

81 KM TWAIN AND LINDELL

82 HC 2

*

83 KK RCFW3

84 KM ROUTE CFW3 TO CFW5

85 KM FACILITY = VALLEY VIEW DRAIN

86 KM FACILITY # = FWVV 0050

87 KM LINING = RCB

88 RD 7785 0.015 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 3

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

89 KK FW5

90 BA 0.523

91 PB 2.77

92 LS 0 90.9

93 UD 0.515

*

94 KK CFW5

95 KM COMBINE RCFW3 AND FW5

96 KM TWAIN AND VALLEY VIEW

97 HC 2

*

98 KK DFW5

99 KM OPPOSITE OF DFW11 (SEE FLAMINGO-TROPICANA WATERSHED)

100 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)

101 KM CAPACITY = 210 CFS

102 DT DFW11

103 DI 0 210 1000 5000

104 DQ 0 210 210 210

*

105 KK RDFW5

106 KM ROUTE DFW5 TO CR4C1

107 KM FACILITY = VALLEY VIEW DRAIN

108 KM FACILITY # = FWVV 0025

109 KM LINING = RCB

110 RD 1200 0.003 0.015 0 TRAP 10 0

*

111 KK CE2EA-C

112 BA 0.126

113 PB 2.77

114 LS 0 86.8

115 UD 0.428

*

116 KK RCE2EA

117 KM ROUTE CE2EA TO CR4C1

118 KM SPRING MOUNTAIN ROAD

119 RD 7600 0.01 0.016 0 TRAP 0 50

*

120 KK R4C1

121 BA 0.272

122 PB 2.77

123 LS 0 93.4

124 UD 0.419

*

1 HEC-1 INPUT PAGE 4

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

125 KK CR4C1

126 KM COMBINE R4C1, RDFW5, AND RCE2EA

127 KM SPRING MOUNTAIN AND VALLEY VIEW

128 HC 3

*

129 KK RCR4C1

130 KM ROUTE CR4C1 TO CCE3FA

131 KM FACILITY = VALLEY VIEW DRAIN

132 KM FACILITY # = FWVV 0000, 0025

133 KM LINING = RCB

134 RD 2285 0.003 0.015 0 TRAP 10 0

*

135 KK CE2EC

136 BA 0.264

137 PB 2.77

138 LS 0 83.1

139 UD 0.308

*

140 KK RCE2EC

141 KM ROUTE CE2EC TO CCE2ED-C

142 KM DESERT INN

143 RD 5000 0.0144 0.016 0 TRAP 0 50

*

144 KK CE2ED-C

145 BA 0.313

146 PB 2.77

147 LS 0 91.7

148 UD 0.401

*

149 KKCCE2ED-C

150 KM COMBINE RCE2EC AND CE2ED-C

151 KM DESERT INN AND DECATUR

152 HC 2

*

153 KK DCCE2ED

154 KM FLOW SPLIT TO CPS03

155 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY

156 KM REMAINING FLOW FLOWS EAST ON DESERT INN

157 KM DIDN FROM CITY WIDE

158 DT DCPS03

159 DI 0 1 100 200 300 390

160 DQ 0 0 60 120 172 210

*

1 HEC-1 INPUT PAGE 5

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

161 KKRDCCE2ED

162 KM ROUTE DCCE2ED TO CE3FA

163 KM DESERT INN

164 RD 5100 0.0137 0.016 0 TRAP 0 50

*

165 KK CE3FA

166 BA 0.357

167 PB 2.77

168 LS 0 93.7

169 UD 0.412

*

170 KK CCE3FA

171 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA

172 KM DESERT INN AND VALLEY VIEW

173 HC 3

*

174 KK RCCE3FA

175 KM ROUTE CCE3FA TO CCPS06

176 KM FACILITY = VALLEY VIEW DRAIN

177 KM FACILITY # = FWVV 0000

178 KM LINING = RCB

179 RD 500 0.003 0.015 0 TRAP 12 0

*

180 KK PS01-C

181 BA 0.407

182 PB 2.77

183 LS 0 85.4

184 UD 0.364

*

185 KK RPS01-C

186 KM ROUTE PS01-C TO CPS03

187 KM FACILITY = PALMYRA/SIRIUS DRAIN

188 KM FACILITY # = FWPS 0157

189 KM LINING = RCP

190 RD 2600 0.0115 0.013 0 CIRC 8

*

191 KK PS03

192 BA 0.193

193 PB 2.77

194 LS 0 90.4

195 UD 0.226

*

1 HEC-1 INPUT PAGE 6

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

196 KK CPS03

197 KM COMBINE RPS01-C AND PS03

198 KM DECATUR AND PALMYRA

199 HC 2

*

200 KK ED01

201 BA 0.254

202 PB 2.77

203 LS 0 85.9

204 UD 0.379

*

205 KK RED01

206 KM ROUTE ED01 TO CED02

207 KM EDNA AVENUE

208 RD 5100 0.0139 0.016 0 TRAP 0 50

*

209 KK ED02

210 BA 0.312

211 PB 2.77

212 LS 0 88.7

213 UD 0.407

*

214 KK ED11

215 BA 0.242

216 PB 2.77

217 LS 0 85.3

218 UD 0.370

*

219 KK ED12

220 BA 0.198

221 PB 2.77

222 LS 0 90.5

223 UD 0.337

*

224 KK CED12

225 KM COMBINE ED11 AND ED12

226 KM JONES AND ELDORA

227 HC 2

*

228 KK RCED12

229 KM ROUTE CED12 TO CED13

230 KM ELDORA STREET

231 RD 5100 0.0135 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 7

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

232 KK ED13

233 BA 0.208

234 PB 2.77

235 LS 0 91.8

236 UD 0.382

*

237 KK CED13

238 KM COMBINE RCED12 AND ED13

239 KM DECATUR AND ELDORA

240 HC 2

*

241 KK RCED13

242 KM ROUTE CED13 TO CED02

243 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

244 KM FACILITY # = PSDE 0025

245 KM LINING = RCB

246 RD 1320 0.0025 0.015 0 TRAP 10 0

*

247 KK CED02

248 KM COMBINE RED01, ED02, AND RCED13

249 KM DECATUR AND EDNA

250 HC 3

*

251 KK RCED02

252 KM ROUTE CED02 TO CPS03

253 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

254 KM FACILITY # = PSDE 0000

255 KM LINING = RCB

256 RD 1330 0.0038 0.015 0 TRAP 12 0

*

257 KK DCPS03

258 KM RETRIEVE DPS03

259 DR DCPS03

*

260 KK RDPS03

261 KM ROUTE DCPS03 TO CPS03

262 KM DECATUR

263 RD 1200 0.0033 0.016 0 TRAP 0 50

*

264 KK CCPS03

265 KM COMBINE CPS03, RDPS03 AND RCED02

266 KM DECATUR AND PALMYRA

267 HC 3

*

1 HEC-1 INPUT PAGE 8

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

268 KK RCCPS03

269 KM ROUTE CCPS03 TO CPS06

270 KM FACILITY = PALMYRA/SIRIUS DRAIN

271 KM FACILITY # = FWPS 0057

272 KM LINING = RCP

273 RD 5280 0.0128 0.015 0 TRAP 10 0

*

274 KK PS06-C

275 BA 0.387

276 PB 2.77

277 LS 0 91.5

278 UD 0.317

*

279 KK CPS06

280 KM COMBINE RCPS03 AND PS06-C

281 KM VALLEY VIEW AND SIRIUS

282 HC 2

*

283 KK CCPS06

284 KM COMBINE CPS06 AND RCCE3FA

285 KM VALLEY VIEW AND SIRIUS

286 HC 2

*

287 KK RCCPS06

288 KM ROUTE CCPS06 TO CRCPS06

289 KM FACILITY = PALMYRA/SIRIUS DRAIN

290 KM FACILITY # = FWPS 0000

291 KM LINING = RCB

292 RD 3000 0.015 0.015 0 TRAP 12 0

*

293 KK FW09

294 BA 0.255

295 PB 2.77

296 LS 0 94.0

297 UD 0.399

*

298 KK DSPM

299 KM DIVERT FLOW TO SPRING MTN./I-15 INTERCHANGE DETENTION BASIN

300 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

301 DT DSM

302 DI 0 50 100 200 300 400 1000 2000

303 DQ 0 0 20 60 160 260 260 260

*

1 HEC-1 INPUT PAGE 9

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

304 KK RDSPM

305 KM ROUTE DSPM TO CCE3FD-C

306 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

307 KM LINING = RCP

308 RD 1390 0.0046 0.015 0 CIRC 5

*

309 KK CE3FD-C

310 BA 0.281

311 PB 2.77

312 LS 0 94.0

313 UD 0.431

*

314 KKCCE3FD-C

315 KM COMBINE RDSPM AND CE3FD-C

316 KM FREEWAY CHANNEL AND DESERT INN

317 HC 2

*

318 KK RCCE3FD

319 KM ROUTE CCE3FD-C TO CRCPS06

320 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

321 KM FACILITY # = FW15 0301

322 KM LINING = CONCRETE

323 RD 1300 0.0042 0.015 0 TRAP 12 2

*

324 KK CRCPS06

325 KM COMBINE RCCCE3FD AND RCCPS06

326 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA

327 HC 2

*

328 KKRCRCPS06

329 KM ROUTE CRCPS06 TO CPS08

330 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

331 KM FACILITY # = FW15 0271

332 KM LINING = RCB

333 RD 1520 0.0059 0.015 0 TRAP 24 0

*

334 KK PS08

335 BA 0.179

336 PB 2.77

337 LS 0 92.3

338 UD 0.238

*

1 HEC-1 INPUT PAGE 10

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

339 KK CPS08

340 KM COMBINE RCRCPS06 AND PS08

341 KM FREEWAY CHANNEL AND SUBBASIN PS08

342 HC 2

*

343 KK ED05-C

344 BA 0.441

345 PB 2.77

346 LS 0 91.3

347 UD 0.495

*

348 KK RED05-C

349 KM ROUTE ED05-C TO CCPS08

350 KM EDNA AVENUE

351 RD 1900 0.0158 0.016 0 TRAP 0 50

*

352 KK CCPS08

353 KM COMBINE CPS08 AND RED05-C

354 KM EDNA AND FREEWAY CHANNEL

355 HC 2

*

356 KK RCCPS08

357 KM ROUTE CCPS08 TO CED10-C

358 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

359 KM FACILITY # = FW15 0242

360 KM LINING = RCB

361 RD 1500 0.0093 0.015 0 TRAP 24 0

*

362 KK ED10-C

363 BA 0.217

364 PB 2.77

365 LS 0 90.8

366 UD 0.293

*

367 KK CED10-C

368 KM COMBINE RCCPS08 AND ED10-C

369 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C

370 HC 2

*

371 KKRCED10-C

372 KM ROUTE CED10-C TO CSA08

373 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

374 KM FACILITY # = FW15 0214

375 KM LINING = RCB

376 RD 1610 0.0073 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 11

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

377 KK SA06-C

378 BA 0.203

379 PB 2.77

380 LS 0 93.7

381 UD 0.384

*

382 KK RSA06-C

383 KM ROUTE SA06-C TO CSA08

384 KM FACILITY = FREEWAY CHANNEL SAHARA

385 KM FACILITY # = FWSA 0000

386 KM LINING = RCB

387 RD 5700 0.0149 0.015 0 TRAP 7 0

*

388 KK SA08

389 BA 0.218

390 PB 2.77

391 LS 0 94.0

392 UD 0.265

*

393 KK CSA08

394 KM COMBINE RSA06-C AND SA08

395 KM FREEWAY CHANNEL AND SAHARA AVENUE

396 HC 2

*

397 KK CCSA08

398 KM COMBINE RCED10-C AND CSA08

399 KM FREEWAY CHANNEL AND SAHARA AVENUE

400 HC 2

401 KO 1

*

402 KK Basin

403 KM Peaking Basin

404 RS 1 STOR -1

405 SV 0 0 47 66 86 107 128 163

406 SQ 0 1450 1450 1450 1450 1450 1450 1450

407 SE 2057 2063 2064 2066 2068 2070 2072 2075

408 KO 1

*

409 KK RCCSA08

410 KM ROUTE CCSA08 TO COK11-C

411 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

412 KM FACILITY # = FW15 0125,0150,0175

413 KM LINING = RCB

414 RD 3402 0.008 0.015 0 TRAP 20 0

*

1 HEC-1 INPUT PAGE 12

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

415 KK CH14-C

416 BA 0.168

417 PB 2.77

418 LS 0 91.6

419 UD 0.432

*

420 KK RCH14-C

421 KM ROUTE CH14-C TO COK09-C

422 KM OAKEY

423 RD 2225 0.022 0.016 0 TRAP 0 50

*

424 KK OK09-C

425 BA 0.377

426 PB 2.77

427 LS 0 91.8

428 UD 0.606

*

429 KK COK09-C

430 KM COMBINE RCH14-C AND OK09-C

431 KM OAKEY AND CAMPBELL

432 HC 2

*

433 KKRCOK09-C

434 KM ROUTE COK09-C TO COK10

435 KM FACILITY = OAKEY DRAIN

436 KM FACILITY # = FWOK 0040, 0060, 0076

437 KM LINING = RCB

438 RD 2300 0.015 0.015 0 TRAP 5 0

*

439 KK OK10

440 BA 0.307

441 PB 2.77

442 LS 0 90.7

443 UD 0.379

*

444 KK COK10

445 KM COMBINE RCOK09-C AND OK10

446 KM OAKEY AND VILLA DE CONDE

447 HC 2

*

448 KK RCOK10

449 KM ROUTE COK10 TO 1COK11C

450 KM FACILITY = OAKEY DRAIN

451 KM FACILITY # = FWOK 0000, 0020, 0040

452 KM LINING = RCB

453 RD 3100 0.006 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 13

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

454 KK OK11-C

455 BA 0.308

456 PB 2.77

457 LS 0 90.2

458 UD 0.528

*

459 KK 1COK11C

460 KM COMBINE RCOK10, AND OK11-C

461 KM OAKEY DRAIN @ FREEWAY CHANNEL

462 HC 2

*

463 KK COK11C

464 KM COMBINE RCCSA08 AND 1COK11C

465 KM FREEWAY CHANNEL AND OAKEY

466 HC 2

*

467 KK RCOK11C

468 KM ROUTE COK11C TO CCWAL2

469 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

470 KM FACILITY # = FW15 0100

471 KM LINING = RCB

472 RD 1575 0.0017 0.015 0 TRAP 36 0

*

473 KK WAL1

474 BA 0.209

475 PB 2.77

476 LS 0 88.7

477 UD 0.316

*

478 KK RWAL1

479 KM ROUTE WAL1 TO CWAL2

480 KM WALDMAN

481 RD 3100 0.0081 0.016 0 TRAP 0 50

*

482 KK WAL2

483 BA 0.245

484 PB 2.77

485 LS 0 86.1

486 UD 0.367

*

487 KK CWAL2

488 KM COMBINE RWAL1 AND WAL2

489 HC 2

*

1 HEC-1 INPUT PAGE 14

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

490 KK CCWAL2

491 KM COMBINE RCOK11C AND CWAL2

492 KM FREEWAY CHANNEL AND WALDMAN

493 HC 2

*

494 KK RCCWAL2

495 KM ROUTE CCWAL2 TO CCH50

496 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

497 KM FACILITY # = FW15 0089, 0050

498 KM LINING = RCB

499 RD 1850 0.0017 0.015 0 TRAP 36 0

*

500 KK CH50

501 BA 0.258

502 PB 2.77

503 LS 0 94.3

504 UD 0.544

*

505 KK CCH50

506 KM COMBINE RCCWAL2 AND CH50

507 KM COMBINATION AT FREEWAY CHANNEL

508 HC 2

*

509 KK CH15-C

510 BA 0.237

511 PB 2.77

512 LS 0 91.3

513 UD 0.332

*

514 KK RCH15-C

515 KM ROUTE CH15-C TO CCH18-C

516 KM CHARLESTON

517 RD 3900 0.0103 0.016 0 TRAP 0 50

*

518 KK CH18-C

519 BA 0.290

520 PB 2.774

521 LS 0 90.1

522 UD 0.327

*

523 KK CCH18-C

524 KM COMBINE RCH15-C AND CH18-C

525 KM RANCHO DR AND CHARLESTON

526 HC 2

*

1 HEC-1 INPUT PAGE 15

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

527 KKRCCH18-C

528 KM ROUTE CCH18-C TO CCCH18-C

529 KM FACILITY = WEST CHARLESTON DRAINS

530 KM FACILITY # = FWCH 0044, 0047

531 KM LINING = RCB

532 RD 850 0.0205 0.015 0 TRAP 7 0

*

533 KK AL92

534 BA 0.429

535 PB 2.77

536 LS 0 83.9

537 UD 0.489

*

538 KK DAL92

539 KM FLOW SPLIT TO AL93

540 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO

541 KM FROM PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PB, 1999)

542 DT DAL93

543 DI 0 310 1000

544 DQ 0 120 390

*

545 KK RDAL92

546 KM ROUTE DAL92 TO CAL95

547 KM RANCHO

548 RD 1300 0.0015 0.016 0 TRAP 0 50

*

549 KK AL95-C

550 BA 0.192

551 PB 2.77

552 LS 0 84.7

553 UD 0.313

*

554 KK CAL95

555 KM COMBINE RDAL92 AND AL95-C

556 KM RANCHO AND PALOMINO

557 HC 2

*

558 KKRCAL95-C

559 KM ROUTE CAL95 TO CCCH18-C

560 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO

561 KM FACILITY # = CHRA 0000, 0006, 0014

562 KM LINING = RCB

563 RD 1326 0.015 0.015 0 TRAP 5 0

*

1 HEC-1 INPUT PAGE 16

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

564 KKCCCH18-C

565 KM COMBINE RCAL95-C AND RCCH18-C

566 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS

567 HC 2

*

568 KKRCCCH18C

569 KM ROUTE CCCH18-C TO CCH22

570 KM FACILITY = WEST CHARLESTON DRAINS

571 KM FACILITY # = FWCH 0000, 0020, 0036

572 KM LINING = RCP

573 RD 2975 0.0074 0.015 0 TRAP 10

*

574 KK CH22-C

575 BA 0.230

576 PB 2.77

577 LS 0 94.7

578 UD 0.422

*

579 KK CCH22

580 KM COMBINE RCCCH18C AND CH22-C

581 KM I15 AND CHARLESTON

582 HC 2

*

583 KK CCCH22

584 KM COMBINE CCH50 AND CCH22

585 KM FREEWAY CHANNEL AND CHARLESTON

586 HC 2

*

587 KK RCCCH22

588 KM ROUTE CCCH22 TO CAL96

589 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

590 KM FACILITY # = FW15 0010, 0038

591 KM LINING = RCB

592 RD 2622 0.0017 0.015 0 TRAP 36 0

*

593 KK AL96-C

594 BA 0.181

595 PB 2.77

596 LS 0 94.6

597 UD 0.350

*

598 KK CAL96

599 KM COMBINE RCCH22 AND AL96-C

600 KM FREEWAY CHANNEL AND ALTA

601 HC 2

*

1 HEC-1 INPUT PAGE 17

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

602 KK RCAL96

603 KM ROUTE CAL96 TO CAL93

604 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

605 KM FACILITY # = FW15 0000

606 KM LINING = RCB

607 RD 2170 0.0017 0.015 0 TRAP 36 0

*

608 KK DAL93

609 KM RETRIEVE DAL93

610 DR DAL93

*

611 KK RDAL93

612 KM ROUTE DAL93 TO CAL93

613 KM ALTA

614 RD 5500 0.0046 0.016 0 TRAP 0 50

*

615 KK AL93-C

616 BA 0.524

617 PB 2.77

618 LS 0 91.0

619 UD 0.367

*

620 KK CAL93

621 KM COMBINE RCAL96, RDAL93, AND AL93-C

622 KM COMBINATION WITH LAS VEGAS CREEK

623 HC 3

*

624 KK 1-GOLF

625 BA 0.362

626 PB 2.83

627 LS 0 86.6

628 UD 0.323

*

629 KK R1-GOLF

630 KM ROUTE 1-GOLF TO C2a-OAK

631 KM VIA OLIVERO

632 RD 2600 0.0269 0.016 0 TRAP 0 50

*

633 KK2a-OAK-C

634 BA 0.314

635 PB 2.77

636 LS 0 87.7

637 UD 0.313

*

1 HEC-1 INPUT PAGE 18

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

638 KK C2a-OAK

639 KM COMBINE R1-GOLFC AND 2a-OAK-C

640 KM BUFFALO AND VIA OLIVERO

641 HC 2

*

642 KKRC2a-OAK

643 KM ROUTE C2a-OAK TO C3-ELP-C

644 KM VIA OLIVERO

645 RD 4000 0.025 0.016 0 TRAP 0 50

*

646 KK 3-ELP-C

647 BA 0.209

648 PB 2.77

649 LS 0 90.2

650 UD 0.253

*

651 KKC3-ELP-C

652 KM COMBINE RC2a-OAK AND 3-ELP-C

653 KM VIA OLIVERO AND MECH 0400

654 HC 2

*

655 KKRC3-ELPC

656 KM ROUTE RC3-ELPC TO C3a-OAKC

657 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

658 KM FACILITY # = MECH 0400

659 KM LINING = RCB

660 RD 1300 0.0143 0.015 0 TRAP 10 0

*

661 KK3a-OAK-C

662 BA 0.432

663 PB 2.77

664 LS 0 85.7

665 UD 0.283

*

666 KKC3a-OAKC

667 KM COMBINE RC3-ELPC AND 3a-OAK-C

668 KM O'BANNON AND MECH 0378

669 HC 2

*

670 KKRC3aOAKC

671 KM ROUTE C3a-OAKC TO OAKEYIN

672 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

673 KM FACILITY # = MECH 0338, 0378

674 KM LINING = RCB

675 RD 2805 0.016 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 19

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

676 KK3-HOLM-C

677 BA 0.331

678 PB 2.77

679 LS 0 90.7

680 UD 0.342

*

681 KKR3-HOLMC

682 KM ROUTE R3-HOLMC TO C5-OAK-C

683 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

684 KM FACILITY # = MECH 0334, 0337, 0351

685 KM LINING = RCP

686 RD 1700 0.005 0.013 0 CIRC 7.5 0

*

687 KK 5-OAK-C

688 BA 0.232

689 PB 2.77

690 LS 0 88.0

691 UD 0.248

*

692 KKC5-OAK-C

693 KM COMBINE R3-HOLMC AND 5-OAK-C

694 KM OAKEY DETENTION BASIN

695 HC 2

*

696 KK OAKEYIN

697 KM COMBINE RC3aOAKC AND C5-OAK-C

698 KM OAKEY DETENTION BASIN

699 KO 1

700 HC 2

*

701 KK OAKEYDB

702 KM OAKEY DETENTION BASIN

703 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

704 KM FACILITY # = MECH 0324

705 KM STORAGE VOLUME = 201 ACRE-FEET

706 KM OUTLET = 1-15" OUTLET PIPE

707 KM 100-YEAR DISCHARGE = 32 CFS

708 KM SPILLWAY LENGTH = 290 FEET

709 KM SPILLWAY HEIGHT =

710 KM SPILLWAY CREST ELEVATION = 2348.5'

711 KM SPILLWAY TYPE =

712 KM PMF DISCHARGE =

713 KM TOP OF EMBANKMENT ELEVATION =

714 KO 1

715 RS 1 STOR 0

716 SV 0 2 6 14 25 40 57 77 101 130

717 SV 144 159 174 191 201 206 219 231 244 256

718 SE 26 28 30 31 34 36 38 40 42 44

719 SE 45 46 47 48 48.5 49 50 51 52 53

1 HEC-1 INPUT PAGE 20

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

720 SS 48.5 290 3.1 1.5

721 SL 26 1.4 0.65 0.5

*

722 KK OAKEYOT

723 KM ROUTE OAKEYDB TO CCOK08

724 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

725 KM FACILITY # = MECH 0108, 0310, 0323

726 KM LINING = RCP

727 RD 9750 0.0143 0.013 0 CIRC 2.5

*

728 KK SA01-C

729 BA 0.263

730 PB 2.77

731 LS 0 94.5

732 UD 0.340

*

733 KK RSA01-C

734 KM ROUTE SA01-C TO CSA05

735 KM SAHARA

736 RD 5200 0.0144 0.016 0 TRAP 0 50

*

737 KK SA05

738 BA 0.176

739 PB 2.77

740 LS 0 93.2

741 UD 0.318

*

742 KK CSA05

743 KM COMBINE RSA01-C AND SA05

744 KM SAHARA AND DECATUR

745 HC 2

*

746 KK RCSA05

747 KM ROUTE CSA05 TO CSA06

748 KM FACILITY = MEADOWS OAKEY DRAIN

749 KM FACILITY # = MEOK 0217

750 KM LINING = RCB

751 RD 1276 0.0044 0.015 0 TRAP 12 0

*

752 KK SA06

753 BA 0.079

754 PB 2.77

755 LS 0 93.7

756 UD 0.193

*

1 HEC-1 INPUT PAGE 21

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

757 KK CSA06

758 KM COMBINE RCSA05 AND SA06

759 KM O'BANNON AND DECATUR

760 HC 2

*

761 KK OK06-C

762 BA 0.174

763 PB 2.77

764 LS 0 91.1

765 UD 0.302

*

766 KK ROK06-C

767 KM ROUTE OK06-C TO COK07

768 KM OBANNON

769 RD 5100 0.0147 0.016 0 TRAP 0 50

*

770 KK OK07

771 BA 0.241

772 PB 2.77

773 LS 0 87.1

774 UD 0.335

*

775 KK COK07

776 KM COMBINE OK07, ROK06-C, AND CSA06

777 KM O'BANNON AND DECATUR

778 HC 3

*

779 KK RCOK07

780 KM ROUTE COK07 TO COK04-C

781 KM FACILITY = MEADOWS OAKEY DRAIN

782 KM FACILITY # = MEOK 0191, 0204

783 KM LINING = RCB

784 RD 1315 0.0071 0.015 0 TRAP 12 0

*

785 KK OK03-C

786 BA 0.363

787 PB 2.77

788 LS 0 90.8

789 UD 0.317

*

790 KK ROK03-C

791 KM ROUTE OK03-C TO COK04-C

792 KM OAKEY

793 RD 5100 0.016 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 22

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

794 KK OK04-C

795 BA 0.198

796 PB 2.77

797 LS 0 85.7

798 UD 0.365

*

799 KK COK04-C

800 KM COMBINE ROK03-C, OK04-C AND RCOK07

801 KM OAKEY AND DECATUR

802 HC 3

*

803 KKRCOK04-C

804 KM ROUTE COK04-C TO COK08

805 KM FACILITY = MEADOWS OAKEY DRAIN

806 KM FACILITY # = MEOK 0166

807 KM LINING = RCB

808 RD 1350 0.0045 0.015 0 TRAP 12 0

*

809 KK OK08

810 BA 0.083

811 PB 2.77

812 LS 0 91.0

813 UD 0.184

*

814 KK COK08

815 KM COMBINE RCOK04-C AND OK08

816 KM DEL RAY AND DECATUR

817 HC 2

*

818 KK CCOK08

819 KM COMBINE COK08 AND OAKEYOT

820 KM DEL RAY AND DECATUR

821 HC 2

*

822 KK RCCOK08

823 KM ROUTE CCOK08 TO COK12

824 KM FACILITY = MEADOWS OAKEY DRAIN

825 KM FACILITY # = MEOK 0110

826 KM LINING = RCB

827 RD 2946 0.0077 0.015 0 TRAP 12 0

*

828 KK CH04-C

829 BA 0.175

830 PB 2.77

831 LS 0 92.7

832 UD 0.240

*

1 HEC-1 INPUT PAGE 23

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

833 KK RCH04-C

834 KM ROUTE CH04-C TO CCH05-C

835 KM FACILITY = MEADOWS CHARLESTON

836 KM FACILITY # = MECN 0223

837 KM LINING = RCB

838 RD 3100 0.0204 0.015 0 TRAP 6 0

*

839 KK CH05-C

840 BA 0.163

841 PB 2.77

842 LS 0 94.3

843 UD 0.329

*

844 KK CCH05-C

845 KM COMBINE RCH04-C AND CH05-C

846 KM TORREY PINES AND CHARLESTON

847 HC 2

*

848 KKRCCH05-C

849 KM ROUTE CCH05-C TO CCH09-C

850 KM FACILITY = MEADOWS CHARLESTON

851 KM FACILITY # = MECN 0123

852 KM LINING = RCB

853 RD 5200 0.0164 0.015 0 TRAP 8 0

*

854 KK CH09-C

855 BA 0.378

856 PB 2.77

857 LS 0 91.5

858 UD 0.341

*

859 KK CCH09-C

860 KM COMBINE RCCH05-C AND CH09-C

861 KM CHARLESTON AND LINDELL

862 HC 2

*

863 KKRCCH09-C

864 KM ROUTE CCH09-C TO CCH10

865 KM FACILITY = MEADOWS CHARLESTON

866 KM FACILITY # = MECN 0061

867 KM LINING = RCB

868 RD 3300 0.0182 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 24

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

869 KK CH10

870 BA 0.279

871 PB 2.77

872 LS 0 93.1

873 UD 0.222

*

874 KK CCH10

875 KM COMBINE RCCH09-C AND CH10

876 KM CHARLESTON AND DECATUR

877 HC 2

*

878 KK RCCH10

879 KM ROUTE CCH10 TO COK12

880 KM FACILITY = MEADOWS CHARLESTON

881 KM FACILITY # = MECN 0000

882 KM LINING = RCB

883 RD 1570 0.0109 0.015 0 TRAP 9 0

*

884 KK OK12

885 BA 0.050

886 PB 2.77

887 LS 0 95.6

888 UD 0.163

*

889 KK COK12

890 KM COMBINE RCCOK08, RCCH10 AND OK12

891 KM CHARLESTON AND MEOK 0110

892 HC 3

*

893 KK RCOK12

894 KM ROUTE COK12 TO CCH14B

895 KM FACILITY = MEADOWS OAKEY DRAIN

896 KM FACILITY # = MEOK 0079, 0091

897 KM LINING = RCB

898 RD 1633 0.005 0.015 0 TRAP 18 0

*

899 KK CH14B

900 BA 0.217

901 PB 2.77

902 LS 0 90.8

903 UD 0.356

*

1 HEC-1 INPUT PAGE 25

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

904 KK CCH14B

905 KM COMBINE RCOK12 AND CCH14B

906 KM HINSON AND CHARLESTON

907 HC 2

*

908 KK RCCH14B

909 KM ROUTE CCH14B TO COK13

910 KM FACILITY = MEADOWS OAKEY DRAIN

911 KM FACILITY # = MEOK 0000, 0048

912 KM LINING = RCB

913 RD 1950 0.005 0.015 0 TRAP 18 0

*

914 KK OK13

915 BA 0.099

916 PB 2.77

917 LS 0 92.7

918 UD 0.376

*

919 KK COK13

920 KM COMBINE RCCH14B AND OK13

921 KM FULTON PLACE AND VALLEY VIEW

922 HC 2

*

923 KK RCOK13

924 KM ROUTE COK13 TO CCAL16

925 KM FACILITY = MEADOWS OAKEY DRAIN

926 KM FACILITY # = MEOK 0000, 0017

927 KM LINING = RCB

928 RD 2450 0.0091 0.015 0 TRAP 19 0

*

929 KK R1

930 BA 0.086

931 PB 2.77

932 LS 0 90.6

933 UD 0.210

*

934 KK PR1

935 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

936 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

937 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN

938 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON

939 RS 1 ELEV 10.1

940 SV 0 2.7 3.5

941 SE 10.1 13.7 14.7

942 SQ 0 90 113

*

1 HEC-1 INPUT PAGE 26

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

943 KK RPR1

944 KM ROUTE PR1 TO CR2

945 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT

946 RD 2900 0.0103 0.016 0 TRAP 0 50

*

947 KK R3

948 BA 0.275

949 PB 2.77

950 LS 0 91.3

951 UD 0.297

*

952 KK R2

953 BA 0.045

954 PB 2.77

955 LS 0 90.7

956 UD 0.228

*

957 KK CR2

958 KM COMBINE RPR1, R2 AND R3

959 KM ALTA AND LORENZI

960 HC 3

*

961 KK DCR2

962 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN

963 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH

964 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN

965 DT DAL00A

966 DI 0 150 1000

967 DQ 0 0 850

*

968 KK RDCR2

969 KM ROUTE DCR2 TO CAL01A

970 KM FACILITY = MEADOWS - ALTA

971 KM FACILITY # = MEAL 0160, 0209

972 KM LINING = RCP

973 RD 4300 0.015 0.013 0 CIRC 4

*

974 KK AL01A

975 BA 0.123

976 PB 2.77

977 LS 0 90.5

978 UD 0.254

*

1 HEC-1 INPUT PAGE 27

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

979 KK CAL01A

980 KM COMBINE AL01A AND RDCR2

981 KM ALTA AND JONES

982 HC 2

*

983 KK RCAL01A

984 KM ROUTE CAL01A TO CUS

985 KM FACILITY = MEADOWS - ALTA

986 KM FACILITY # = MEAL 0150, 0160

987 KM LINING = RCP

988 RD 1100 0.0125 0.013 0 CIRC 3

*

989 KK US

990 BA 0.030

991 PB 2.77

992 LS 0 90.5

993 UD 0.171

*

994 KK CUS

995 KM COMBINE RAL01A AND US

996 KM ALTA AND JONES

997 HC 2

*

998 KK AL04-C

999 BA 0.179

1000 PB 2.77

1001 LS 0 90.3

1002 UD 0.346

*

1003 KK RAL04-C

1004 KM ROUTE AL04-C TO CCUS

1005 KM FACILITY = MEADOWS - ALTA

1006 KM FACILITY # = MEAL 0130

1007 KM LINING = RCB

1008 RD 1150 0.004 0.015 0 TRAP 6 0

*

1009 KK CCUS

1010 KM COMBINE CUS AND RAL04-C

1011 KM ALTA AND JONES

1012 HC 2

*

1013 KK RCCUS

1014 KM ROUTE CCUS TO CAL05-C

1015 KM FACILITY = MEADOWS - ALTA

1016 KM FACILITY # = MEAL 0120

1017 KM LINING = RCP

1018 RD 1900 0.01 0.013 0 CIRC 5 0

*

1 HEC-1 INPUT PAGE 28

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1019 KK AL05-C

1020 BA 0.234

1021 PB 2.77

1022 LS 0 90.5

1023 UD 0.376

*

1024 KK GS

1025 BA 0.037

1026 PB 2.77

1027 LS 0 90.5

1028 UD 0.190

*

1029 KK DGS

1030 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1031 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1032 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM

1033 DT DGSR

1034 DI 0 27 72

1035 DQ 0 0 36

*

1036 KK CAL05-C

1037 KM COMBINE RCCUS, ALO5-C AND DGS

1038 KM ALTA AND UPLAND

1039 HC 3

*

1040 KKRCAL05-C

1041 KM ROUTE CAL05-C TO CBR3

1042 KM FACILITY = MEADOWS - ALTA

1043 KM FACILITY # = MEAL 0100, 0120

1044 KM LINING = RCP

1045 RD 2000 0.01 0.013 0 CIRC 5

*

1046 KK BR3

1047 BA 0.074

1048 PB 2.77

1049 LS 0 91.4

1050 UD 0.157

*

1051 KK CBR3

1052 KM COMBINE BR3 AND RCAL05-C

1053 KM ALTA AND WILDSHIRE

1054 HC 2

*

1 HEC-1 INPUT PAGE 29

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1055 KK RCBR3

1056 KM ROUTE CBR3 TO CAL11-C

1057 KM FACILITY = MEADOWS - ALTA

1058 KM FACILITY # = MEAL 0060, 0100

1059 KM LINING = RCP

1060 RD 1400 0.01 0.013 0 CIRC 5

*

1061 KK AL09-C

1062 BA 0.162

1063 PB 2.77

1064 LS 0 90.6

1065 UD 0.252

*

1066 KK RAL09-C

1067 KM ROUTE AL09-C TO CAL11-C

1068 KM EVERGREEN / DECATUR

1069 RD 2400 0.0083 0.016 0 TRAP 0 50

*

1070 KK DGSR

1071 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS

1072 DR DGSR

*

1073 KK RDGSR

1074 KM ROUTE DGSR TO CAL11-C

1075 KM EVERGREEN / DECATUR

1076 RD 4600 0.0152 0.016 0 TRAP 0 50

*

1077 KK AL11-C

1078 BA 0.130

1079 PB 2.77

1080 LS 0 94.4

1081 UD 0.316

*

1082 KK CAL11-C

1083 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C

1084 KM ALTA AND DECATUR

1085 HC 4

*

1086 KKRCAL11-C

1087 KM ROUTE CAL11-C TO CAL10-C

1088 KM FACILITY = MEADOWS - ALTA

1089 KM FACILITY # = MEAL 0015

1090 KM LINING = RCP

1091 RD 2500 0.0194 0.013 0 CIRC 6

*

1 HEC-1 INPUT PAGE 30

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1092 KK AL10-C

1093 BA 0.048

1094 PB 2.77

1095 LS 0 91.5

1096 UD 0.245

*

1097 KK CAL10-C

1098 KM COMBINE RCAL11-C AND AL10-C

1099 KM ALTA AND BEDFORD

1100 HC 2

*

1101 KKRCAL10-C

1102 KM ROUTE CAL10-C TO CAL13-3

1103 KM FACILITY = MEADOWS - ALTA

1104 KM FACILITY # = MEAL 0000,0012,0013

1105 KM LINING = CONCRETE

1106 RD 1180 0.0158 0.015 0 TRAP 8 1

*

1107 KK AL13-3

1108 BA 0.059

1109 PB 2.77

1110 LS 0 90.5

1111 UD 0.171

*

1112 KK CAL13-3

1113 KM COMBINE RCAL10-C AND AL13-3

1114 KM ALTA AND VALLEY VIEW

1115 HC 2

*

1116 KK AL14

1117 BA 0.457

1118 PB 2.77

1119 LS 0 93.3

1120 UD 0.525

*

1121 KK RAL14

1122 KM ROUTE AL14 TO CAL16

1123 KM VALLEY VIEW

1124 RD 1300 0.0115 0.016 0 TRAP 0 50

*

1125 KK AL16

1126 BA 0.148

1127 PB 2.77

1128 LS 0 92.2

1129 UD 0.326

*

1 HEC-1 INPUT PAGE 31

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1130 KK 1CAL16

1131 KM COMBINE CAL13-3, RAL14, AND AL16

1132 KM ALTA AND VALLEY VIEW

1133 HC 3

*

1134 KK AL09

1135 BA 0.097

1136 PB 2.77

1137 LS 0 90.4

1138 UD 0.282

*

1139 KK RAL09

1140 KM ROUTE AL09 TO CCH14A

1141 KM FULTON

1142 RD 1500 0.0133 0.016 0 TRAP 0 50

*

1143 KK CH14A

1144 BA 0.148

1145 PB 2.77

1146 LS 0 89.4

1147 UD 0.340

*

1148 KK CCH14A

1149 KM COMBINE RAL09 AND CH14A

1150 KM VALLEY VIEW AND FULTON

1151 HC 2

*

1152 KK RCCH14A

1153 KM ROUTE CCH14A TO CAL16

1154 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM

1155 KM FACILITY # = MEPA 0000

1156 KM LINING = RCB

1157 RD 1370 0.005 0.015 0 TRAP 10 0

*

1158 KK CAL16

1159 KM COMBINE 1CAL16 AND RCCH14A

1160 KM ALTA AND VALLEY VIEW

1161 HC 2

*

1162 KK RCAL16

1163 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)

1164 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1165 KM FACILITY # = LCME 0070,0076,0077

1166 KM LINING = CONCRETE

1167 RD 973 0.0189 0.015 0 TRAP 18 1

*

1 HEC-1 INPUT PAGE 32

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1168 KK CCAL16

1169 KM COMBINE RCAL16 AND RCOK13

1170 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE

1171 HC 2

*

1172 KK RCCAL16

1173 KM ROUTE CCAL16 TO CAL90-C

1174 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1175 KM FACILITY # = LCME 0040

1176 KM LINING = CONCRETE

1177 RD 525 0.004 0.015 0 TRAP 40 0

*

1178 KK AL90-C

1179 BA 0.171

1180 PB 2.77

1181 LS 0 91.9

1182 UD 0.328

*

1183 KK CAL90-C

1184 KM COMBINE RCCAL16 AND AL90-C

1185 HC 2

*

1186 KKRCAL90-C

1187 KM ROUTE CAL90-C TO MEADOWIN

1188 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1189 KM FACILITY # = LCME 0026, 0028

1190 KM LINING = CONCRETE

1191 RD 1030 0.004 0.015 0 TRAP 42 0

*

1192 KK MEDB

1193 BA 0.230

1194 PB 2.77

1195 LS 0 86.9

1196 UD 0.193

*

1197 KKMEADOWIN

1198 KM COMBINE RCAL90-C AND MEDB

1199 KM COMBINATION AT MEADOWS DETENTION BASIN

1200 KO 1

1201 HC 2

*

1202 KKMEADOWDB

1203 KM MEADOWS DETENTION BASIN

1204 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1205 KM FACILITY # = LCME 0021

1206 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)

1207 KM UPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 20

1 HEC-1 INPUT PAGE 33

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1208 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT

1209 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)

1210 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB

1211 KM 100-YEAR DISCHARGE =

1212 KM SPILLWAY LENGTH = 150 FT

1213 KM SPILLWAY HEIGHT =

1214 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)

1215 KM SPILLWAY TYPE = OGEE

1216 KM PMF DISCHARGE =

1217 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT

1218 KO 1

1219 RS 1 STOR 0

1220 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02

1221 SV 174.64 196.67 211.98 213.27 235.09 309.3

1222 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43

1223 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5

1224 SQ 0 202.1 400 500 600 700 800 900 1000 1100

1225 SQ 1200 1300 1365 1380 1428 5248

*

1226 KKMEADOWOT

1227 KM ROUTE MEADOWDB TO CRMEDET

1228 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1229 KM FACILITY # = LCME 0000,0016,0018

1230 KM LINING = RCB

1231 RD 1145 0.0072 0.015 0 TRAP 14 0

*

1232 KK DAL00A

1233 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA

1234 DR DAL00A

*

1235 KK RDAL00A

1236 KM ROUTE DAL00A TO RAINBWIN

1237 KM FACILITY = LAS VEGAS CREEK - LORENZI

1238 KM FACILITY # = LCLO 0000, 0008

1239 KM LINING = RCB

1240 RD 2860 0.004 0.015 0 TRAP 7 0

*

1241 KK AL00A

1242 BA 0.474

1243 PB 2.77

1244 LS 0 90.8

1245 UD 0.355

*

1246 KK AL00A-C

1247 BA 0.230

1248 PB 2.77

1249 LS 0 93.0

1250 UD 0.305

*

1 HEC-1 INPUT PAGE 34

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1251 KKRAINBWIN

1252 KM COMBINE RDAL00A, AL00A AND AL00A-C

1253 KM COMBINATION AT RAINBOW DETENTION BASIN

1254 HC 3

*

1255 KKRAINBWDB

1256 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)

1257 KM FACILITY = LAS VEGAS CREEK CHANNEL

1258 KM FACILITY # = LCCH 0513

1259 KM REFERENCED FROM THE 90% DESIGN REPORT FOR

1260 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)

1261 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION

1262 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE

1263 KM 100-YEAR DISCHARGE =

1264 KM SPILLWAY LENGTH = 137.8 FT

1265 KM SPILLWAY HEIGHT =

1266 KM SPILLWAY CREST ELEVATION = 2391.5 FT

1267 KM SPILLWAY TYPE = BROAD-CRESTED WEIR

1268 KM PMF DISCHARGE =

1269 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT

1270 KO 1

1271 RS 1 STOR 0

1272 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81

1273 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79

1274 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373

1275 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5

1276 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72

1277 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000

*

1278 KKRAINBWOT

1279 KM ROUTE RAINBWDB TO CLC01-C

1280 KM FACILITY = LAS VEGAS CREEK CHANNEL

1281 KM FACILITY # = LCCH 0499

1282 KM LINING = RCP

1283 RD 665 0.0188 0.013 0 CIRC 3.5

*

1284 KK LC01-C

1285 BA 0.089

1286 PB 2.77

1287 LS 0 91.8

1288 UD 0.301

*

1289 KK CLC01-C

1290 KM COMBINE RAINBWOT AND LC01-C

1291 KM US 95, EAST OF RAINBOW BLVD

1292 HC 2

*

1 HEC-1 INPUT PAGE 35

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1293 KKRCLC01-C

1294 KM ROUTE CLC01-C TO CWA02-C

1295 KM FACILITY = LAS VEGAS CREEK CHANNEL

1296 KM FACILITY # = LCCH 0402,0412,0438,0458,0478

1297 KM LINING = RCP

1298 RD 5165 0.0108 0.013 0 CIRC 5

*

1299 KK WA02-C

1300 BA 0.269

1301 PB 2.77

1302 LS 0 91.5

1303 UD 0.334

*

1304 KK CWA02-C

1305 KM COMBINE RCLC01-C AND WA02-C

1306 KM JONES AND US 95

1307 HC 2

*

1308 KK AL01B-C

1309 BA 0.367

1310 PB 2.77

1311 LS 0 90.5

1312 UD 0.401

*

1313 KKCCWA02-C

1314 KM COMBINE CWA02-C AND AL01B-C

1315 KM JONES AND US 95

1316 HC 2

*

1317 KKRCCWA02C

1318 KM ROUTE CCWA02-C TO CLC11-C

1319 KM FACILITY = LAS VEGAS CREEK CHANNEL

1320 KM FACILITY # = LCCH 0302, 0377, 0400

1321 KM LINING = RCB

1322 RD 6870 0.0249 0.015 0 TRAP 8 0

*

1323 KK LC11-C

1324 BA 0.384

1325 PB 2.77

1326 LS 0 91.3

1327 UD 0.361

*

1 HEC-1 INPUT PAGE 36

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1328 KK CLC11-C

1329 KM COMBINE RCCCWA02C AND LC11-C

1330 KM DECATUR AND US 95

1331 HC 2

*

1332 KKRCLC11-C

1333 KM ROUTE CLC11-C TO CLC14-C

1334 KM FACILITY = LAS VEGAS CREEK CHANNEL

1335 KM FACILITY # = LCCH 0230, 0270

1336 KM LINING = RCB

1337 RD 2140 0.0174 0.015 0 TRAP 12 0

*

1338 KK LC14-C

1339 BA 0.320

1340 PB 2.77

1341 LS 0 90.6

1342 UD 0.423

*

1343 KK CLC14-C

1344 KM COMBINE RCLC11-C AND LC14-C

1345 KM VALLEY VIEW AND US 95

1346 HC 2

*

1347 KK WA10-C

1348 BA 0.447

1349 PB 2.77

1350 LS 0 87.8

1351 UD 0.367

*

1352 KK WA10D

1353 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN

1354 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1355 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED

1356 DT WA10NW

1357 DI 0 10 250 275 300 800 1000 3000

1358 DQ 0 0 0 25 50 550 750 2750

*

1359 KK RWA10D

1360 KM ROUTE WA10D TO CCLC14-C

1361 KM FACILITY = LAS VEGAS CREEK LATERAL

1362 KM FACILITY # = LCLT 0000,0006

1363 KM LINING = CONCRETE

1364 RD 1855 0.005 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 37

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1365 KKCCLC14-C

1366 KM COMBINE CLC14-C AND RWA10D

1367 KM VALLEY VIEW AND US 95

1368 HC 2

*

1369 KK RCCLC14

1370 KM ROUTE CCLC14-C TO CRMEDET

1371 KM FACILITY = LAS VEGAS CREEK CHANNEL

1372 KM FACILITY # = LCCH 0157,0188

1373 KM LINING = RCB

1374 RD 3875 0.0106 0.015 0 TRAP 24 0

*

1375 KK CRMEDET

1376 KM COMBINE MEADOWOT AND RCCLC14

1377 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK

1378 HC 2

*

1379 KKRCRMEDET

1380 KM ROUTE CRMEDET TO CCLC16-C

1381 KM FACILITY = LAS VEGAS CREEK CHANNEL

1382 KM FACILITY # = LCCH 0114,0127,0129,0150,0154

1383 KM LINING = RCB

1384 RD 2305 0.005 0.015 0 TRAP 28 0

*

1385 KK LC16-C

1386 BA 0.312

1387 PB 2.774

1388 LS 0 88.0

1389 UD 0.342

*

1390 KKOG011AC2

1391 BA 0.120

1392 PB 2.77

1393 LS 0 92.0

1394 UD 0.219

*

1395 KK OG011AD

1396 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM

1397 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1398 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH

1399 DT OG011D

1400 DI 0 45 100 500 994 10000

1401 DQ 0 0 55 455 949 9955

*

1 HEC-1 INPUT PAGE 38

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1402 KKROG011AD

1403 KM ROUTE OG011AD TO CWA01-C

1404 KM WASHINGTON

1405 RD 3200 0.0171 0.016 0 TRAP 0 50

*

1406 KK WA01-C

1407 BA 0.195

1408 PB 2.77

1409 LS 0 88.7

1410 UD 0.249

*

1411 KK CWA01-C

1412 KM COMBINE ROG011A-C2D AMD WA01-C

1413 KM TORREY PINES AND WASHINGTON

1414 HC 2

*

1415 KK RWA01

1416 KM ROUTE WA01-C TO CWA04-C

1417 KM WASHINGTON

1418 RD 5300 0.0142 0.016 0 TRAP 0 50

*

1419 KK WA04-C

1420 BA 0.197

1421 PB 2.77

1422 LS 0 87.7

1423 UD 0.474

*

1424 KK CWA04-C

1425 KM COMBINE RWA01 AND WA04-C

1426 KM MICHAEL AND WASHINGTON

1427 HC 2

*

1428 KK RCWA04

1429 KM ROUTE CWA04-C TO CWA09-C

1430 KM FACILITY = FREEWAY CHANNEL

1431 KM FACILITY # = LV15 0602

1432 KM LINING = RCP

1433 RD 5980 0.0159 0.013 0 CIRC 8

*

1434 KK WA09-C

1435 BA 0.101

1436 PB 2.77

1437 LS 0 91.3

1438 UD 0.363

*

1 HEC-1 INPUT PAGE 39

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1439 KK CWA09-C

1440 KM COMBINE RCWA04 AND WA09-C

1441 KM VALLEY VIEW AND WASHINGTON

1442 HC 2

*

1443 KK RCWA09

1444 KM ROUTE CWA09-C TO CWA10NW

1445 KM FACILITY = FREEWAY CHANNEL

1446 KM FACILITY # = LV15 0528

1447 KM LINING = RCB

1448 RD 700 0.0119 0.015 0 TRAP 8

*

1449 KK WA10NW

1450 KM RETURN FLOW FROM WA10NW

1451 DR WA10NW

*

1452 KK CWA10NW

1453 KM COMBINE RCWA09 AND WA10NW

1454 KM VALLEY VIEW AND WASHINGTON

1455 HC 2

*

1456 KKRCWA10NW

1457 KM ROUTE CWA10NW TO CWA13-C

1458 KM FACILITY = FREEWAY CHANNEL

1459 KM FACILITY # = LV15 0528

1460 KM LINING = RCB

1461 RD 4420 0.0119 0.015 0 TRAP 8 0

*

1462 KK WA13-C

1463 BA 0.333

1464 PB 2.77

1465 LS 0 89.8

1466 UD 0.264

*

1467 KK CWA13-C

1468 KM COMBINE RCWA10NW AND WA13-C

1469 KM RANCHO DRIVE AND WASHINGTON

1470 HC 2

*

1471 KK WA13D

1472 KM REFERENCED FROM US-95 WIDENING PROJECT

1473 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1474 DT WA13NW

1475 DI 0 500 812 1000 1200

1476 DQ 0 197 322 391 473

*

1 HEC-1 INPUT PAGE 40

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1477 KK RWA13D

1478 KM ROUTE WA13D TO CLC16-C

1479 KM FACILITY = FREEWAY CHANNEL

1480 KM FACILITY # = LCRA 0000,0004,0050

1481 KM LINING = RCB

1482 RD 3100 0.0077 0.015 0 TRAP 12 0

*

1483 KK CLC16-C

1484 KM COMBINE LC16-C AND RWA13D

1485 KM RANCHO AND US 95

1486 HC 2

*

1487 KKCCLC16-C

1488 KM COMBINE RCRMEDET AND CLC16-C

1489 KM RANCHO AND US 95

1490 HC 2

*

1491 KK RCCLC16

1492 KM ROUTE CCLC16-C TO CLC20-C

1493 KM FACILITY = LAS VEGAS CREEK CHANNEL

1494 KM FACILITY # = LCCH 0013, 0051, 0110

1495 KM LINING = RCB

1496 RD 3700 0.006 0.015 0 TRAP 28 0

*

1497 KK LC20-C

1498 BA 0.174

1499 PB 2.77

1500 LS 0 91.4

1501 UD 0.483

*

1502 KK CLC20-C

1503 KM COMBINE RCCLC16 AND LC20-C

1504 KM MARTIN LUTHER KING AND US 95

1505 HC 2

*

1506 KKRCLC20-C

1507 KM ROUTE CLC20-C TO CCAL93

1508 KM FACILITY = LAS VEGAS CREEK CHANNEL

1509 KM FACILITY # = LCCH 0000,0013

1510 KM LINING = RCB

1511 RD 2765 0.0082 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 41

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1512 KK CCAL93

1513 KM COMBINE CAL93 AND RCLC20-C

1514 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)

1515 HC 2

*

1516 KK RCCAL93

1517 KM ROUTE CCAL93 TO CLC21

1518 KM FACILITY = WASHINGTON AVENUE CHANNEL

1519 KM FACILITY # = LVWH 0429,0431,0447,0484

1520 KM LINING = RCB

1521 RD 2410 0.0015 0.015 0 TRAP 43 0

*

1522 KK LC21

1523 BA 0.599

1524 PB 2.77

1525 LS 0 94.8

1526 UD 0.550

*

1527 KK CLC21

1528 KM COMBINE RCCAL93 AND LC21

1529 KM INDUSTRIAL AND US 95

1530 HC 2

*

1531 KK DCLC21

1532 KM FLOW SPLIT TO FACILITY LVOE 0345

1533 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY

1534 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY

1535 DT DLVOE

1536 DI 0 2870 10000

1537 DQ 0 0 7130

*

1538 KK RDCLC21

1539 KM ROUTE DCLC21 TO CV1-C

1540 KM FACILITY = WASHINGTON AVENUE CHANNEL

1541 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426

1542 KM LINING = RCB

1543 RD 4785 0.009 0.015 0 TRAP 12 0

*

1544 KK V1-C

1545 BA 0.282

1546 PB 2.77

1547 LS 0 92.0

1548 UD 0.339

*

1 HEC-1 INPUT PAGE 42

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1549 KK CH59-C

1550 BA 0.340

1551 PB 2.77

1552 LS 0 94.0

1553 UD 0.489

*

1554 KK DCH59-C

1555 KM FLOW SPLIT TO CH60A-C

1556 KM SPLIT TO FLAMINGO WASH SYSTEM

1557 KM DEVELOPED FROM CWH MODEL

1558 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

1559 DT DFLAM

1560 DI 0 222 1000

1561 DQ 0 0 778

*

1562 KKDDCH59-C

1563 KM FLOW SPLIT TO BN03-C

1564 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS

1565 KM DBN00 IN CWH

1566 DT DBN03

1567 DI 0 167 1000

1568 DQ 0 0 833

*

1569 KK RDDCH59

1570 KM ROUTE DDCH59-C TO CV1-C

1571 KM 48" RCP UNDER LAS VEGAS BLVD

1572 KM LINING = RCP

1573 RD 3000 0.0217 0.013 0 CIRC 4

*

1574 KK CV1-C

1575 KM COMBINE RCLC21, V1-C, AND RDDCH59

1576 KM WASHINGTON AND LAS VEGAS BLVD

1577 HC 3

*

1578 KK RCV1-C

1579 KM ROUTE CV1-C TO CX-C1

1580 KM FACILITY = WASHINGTON AVENUE CHANNEL

1581 KM FACILITY # = LVWH 0240, 0305

1582 KM LINING = RCB

1583 RD 2750 0.015 0.015 0 TRAP 24 0

*

1584 KK X-C1

1585 BA 0.278

1586 PB 2.77

1587 LS 0 90.6

1588 UD 0.272

*

1 HEC-1 INPUT PAGE 43

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1589 KK CX-C1

1590 KM COMBINE RCV1-C AND X-C1

1591 KM WASHINGTON AND BRUCE

1592 HC 2

*

1593 KK RCX-C1

1594 KM ROUTE CX-C1 TO CN-C

1595 KM FACILITY = WASHINGTON AVENUE CHANNEL

1596 KM FACILITY # = LVWH 0240

1597 KM LINING = RCB

1598 RD 2540 0.015 0.015 0 TRAP 24 0

*

1599 KK M

1600 BA 0.267

1601 PB 2.77

1602 LS 0 90.2

1603 UD 0.426

*

1604 KK RM

1605 KM ROUTE M TO CN-C

1606 KM SEARLES TO EASTERN

1607 RD 3900 0.0064 0.016 0 TRAP 0 50

*

1608 KK N-C

1609 BA 0.264

1610 PB 2.77

1611 LS 0 88.5

1612 UD 0.408

*

1613 KK CN-C

1614 KM COMBINE RCX-C1, RM, AND N-C

1615 KM WASHINGTON AND EASTERN

1616 HC 3

*

1617 KK RCN-C

1618 KM ROUTE CN-C TO CP-C

1619 KM FACILITY = WASHINGTON AVENUE CHANNEL

1620 KM FACILITY # = LVWH 0155,0234

1621 KM LINING = RCB

1622 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1623 KK P-C

1624 BA 0.309

1625 PB 2.77

1626 LS 0 87.4

1627 UD 0.397

*

1 HEC-1 INPUT PAGE 44

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1628 KK CP-C

1629 KM COMBINE RCN-C AND P-C

1630 KM WASHINGTON AND MOJAVE

1631 HC 2

*

1632 KK RCP-C

1633 KM ROUTE CP-C TO CQ-C

1634 KM FACILITY = WASHINGTON AVENUE CHANNEL

1635 KM FACILITY # = LVWH 0136,0155

1636 KM LINING = RCB

1637 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1638 KK Q-C

1639 BA 0.258

1640 PB 2.77

1641 LS 0 85.6

1642 UD 0.408

*

1643 KK CQ-C

1644 KM COMBINE RCP-C AND Q-C

1645 KM WASHINGTON AND PECOS

1646 HC 2

*

1647 KK RCQ-C

1648 KM ROUTE CQ-C TO CLVW01-C

1649 KM FACILITY = WASHINGTON AVENUE CHANNEL

1650 KM FACILITY # = LVWH 0086,0087,0136

1651 KM LINING = RCB

1652 RD 3800 0.0033 0.015 0 TRAP 36 0

*

1653 KK LVW01-C

1654 BA 0.236

1655 PB 2.77

1656 LS 0 85.0

1657 UD 0.456

*

1658 KKCLVW01-C

1659 KM COMBINE RCQ-C AND LVW01-C

1660 KM COMBINATION OF FLOWS AT LAS VEGAS WASH

1661 HC 2

*

1662 KK DLVOE

1663 KM RETRIEVE DLVOE

1664 DR DLVOE

*

1 HEC-1 INPUT PAGE 45

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1665 KK RDLVOE

1666 KM ROUTE DLVOE TO CH-C1

1667 KM FACILITY = OWENS AVENUE CHANNEL

1668 KM FACILITY # = LVOE 0236,0331,0345

1669 KM LINING = RCB

1670 RD 7435 0.0133 0.015 0 TRAP 13 0

*

1671 KK H-C1

1672 BA 0.287

1673 PB 2.77

1674 LS 0 91.8

1675 UD 0.270

*

1676 KK CH-C1

1677 KM COMBINE H-C AND RDLVOE

1678 KM OWENS AND LAS VEGAS BLVD

1679 HC 2

*

1680 KK RCH-C1

1681 KM ROUTE CH-C1 TO CE-C

1682 KM FACILITY = OWENS AVENUE CHANNEL

1683 KM FACILITY # = LVOE 0134

1684 KM LINING = RCB

1685 RD 5380 0.01 0.015 0 TRAP 12 0

*

1686 KK E-C

1687 BA 0.614

1688 PB 2.77

1689 LS 0 87.2

1690 UD 0.395

*

1691 KK CE-C

1692 KM COMBINE RCH-C AND E-C

1693 KM OWENS AND EASTERN

1694 HC 2

*

1695 KK RCE-C

1696 KM ROUTE CE-C TO CG

1697 KM FACILITY = OWENS AVENUE CHANNEL

1698 KM FACILITY # = LVOE 0085

1699 KM LINING = RCB

1700 RD 2540 0.0062 0.015 0 TRAP 13 0

*

1 HEC-1 INPUT PAGE 46

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1701 KK G

1702 BA 0.233

1703 PB 2.77

1704 LS 0 84.2

1705 UD 0.422

*

1706 KK CG

1707 KM COMBINE RCE-C AND G

1708 KM OWENS AND STATZ

1709 HC 2

*

1710 KK RCG

1711 KM ROUTE CG TO CK-C1

1712 KM FACILITY = OWENS AVENUE CHANNEL

1713 KM FACILITY # = LVOE 0000

1714 KM LINING = RCB

1715 RD 4700 0.0047 0.015 0 TRAP 15 0

*

1716 KK K-C1

1717 BA 0.320

1718 PB 2.77

1719 LS 0 85.1

1720 UD 0.500

*

1721 KK CK-C1

1722 KM COMBINE RCG AND K-C1

1723 KM OWENS, AT LVMD 1354

1724 HC 2

*

1725 KK RCK-C1

1726 KM ROUTE CK-C1 TO CLVW01

1727 KM FACILITY = LAS VEGAS WASH MIDDLE

1728 KM FACILITY # = LVMD 1321

1729 KM LINING = CONCRETE

1730 RD 1950 0.004 0.015 0 TRAP 80 2

*

1731 KKCCLVW01C

1732 KM COMBINE CLVW01-C AND RCRCK-C

1733 KM COMBINATION OF LAS VEGAS WASH FLOWS

1734 HC 2

*

1735 KKRCCLVW01

1736 KM ROUTE CLVW01C TO CCBN15-C

1737 KM FACILITY = LAS VEGAS WASH MIDDLE

1738 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273

1739 KM LINING = CONCRETE

1740 RD 7445 0.004 0.015 0 TRAP 60 2

*

1 HEC-1 INPUT PAGE 47

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1741 KK BN06-C

1742 BA 0.340

1743 PB 2.77

1744 LS 0 89.3

1745 UD 0.201

*

1746 KK BN03-C

1747 BA 0.415

1748 PB 2.77

1749 LS 0 87.3

1750 UD 0.344

*

1751 KK DBN03

1752 KM RETREIVE DBN03

1753 DR DBN03

*

1754 KK RDBN03

1755 KM ROUTE DBN03 TO CBN03

1756 KM BONANZA

1757 RD 5900 0.0264 0.016 0 TRAP 0 50

*

1758 KK CBN03

1759 KM COMBINE BN06-C, BN03-C, AND RDBN03

1760 KM BONANZA AND EASTERN

1761 HC 3

*

1762 KK RCBN03

1763 KM ROUTE CBN03 TO CBN08

1764 KM FACILITY = LAS VEGAS WASH - BONANZA

1765 KM FACILITY # = LVBZ 0211,0224

1766 KM LINING = RCB

1767 RD 2980 0.0072 0.015 0 TRAP 8 0

*

1768 KK BN08

1769 BA 0.210

1770 PB 2.77

1771 LS 0 91.8

1772 UD 0.378

*

1773 KK CBN08

1774 KM COMBINE RCBN03 AND BN08

1775 KM BONANZA AND MOJAVE

1776 HC 2

*

1 HEC-1 INPUT PAGE 48

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1777 KK RCBN08

1778 KM ROUTE CBN08 TO CBN09

1779 KM FACILITY = LAS VEGAS WASH - BONANZA

1780 KM FACILITY # = LVBZ 0167, 0188

1781 KM LINING = RCB

1782 RD 2330 0.007 0.015 0 TRAP 9 0

*

1783 KK BN09

1784 BA 0.233

1785 PB 2.77

1786 LS 0 83.9

1787 UD 0.411

*

1788 KK CBN09

1789 KM COMBINE RCBN08 AND BN09

1790 KM BONANZA AND PECOS

1791 HC 2

*

1792 KK RCBN09

1793 KM ROUTE CBN09 TO CBN10-C

1794 KM FACILITY = LAS VEGAS WASH - BONANZA

1795 KM FACILITY # = LVBZ 0114

1796 KM LINING = RCB

1797 RD 2740 0.004 0.015 0 TRAP 24 0

*

1798 KK BN10-C

1799 BA 0.257

1800 PB 2.77

1801 LS 0 88.8

1802 UD 0.406

*

1803 KK CBN10-C

1804 KM COMBINE RDCBN09 AND BN10-C

1805 KM BONANZA AND SANDHILL

1806 HC 2

*

1807 KKRCBN10-C

1808 KM ROUTE CBN10-C TO CBN12-C

1809 KM FACILITY = LAS VEGAS WASH - BONANZA

1810 KM FACILITY # = LVBZ 0064

1811 KM LINING = RCB

1812 RD 2630 0.004 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 49

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1813 KK BN12-C

1814 BA 0.323

1815 PB 2.77

1816 LS 0 87.4

1817 UD 0.397

*

1818 KK CBN12-C

1819 KM COMBINE RCBN10-C AND BN12-C

1820 KM BONANZA AND LAMB

1821 HC 2

*

1822 KKRCBN12-C

1823 KM ROUTE CBN12-C TO CBN15-C

1824 KM FACILITY = LAS VEGAS WASH - BONANZA

1825 KM FACILITY # = LVBZ 0000

1826 KM LINING = RCB

1827 RD 3400 0.004 0.015 0 TRAP 24 0

*

1828 KK BN15-C

1829 BA 0.283

1830 PB 2.77

1831 LS 0 87.0

1832 UD 0.414

*

1833 KK CBN15-C

1834 KM COMBINE RCBN12-C AND BN15-C

1835 KM LAS VEGAS WASH AND BONANZA

1836 HC 2

*

1837 KKCCBN15-C

1838 KM COMBINE RCCLVW01 AND CBN15-C

1839 KM LAS VEGAS WASH AND BONANZA

1840 HC 2

*

1841 KKRCBN15-C

1842 KM ROUTE CCBN15-C TO CCCA10-C

1843 KM FACILITY = LAS VEGAS WASH MIDDLE

1844 KM FACILITY # = LVMD 1149

1845 KM LINING = CONCRETE

1846 RD 1675 0.0041 0.015 0 TRAP 70 1.5

*

1847 KK CA03

1848 BA 0.345

1849 PB 2.77

1850 LS 0 88.1

1851 UD 0.298

*

1 HEC-1 INPUT PAGE 50

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1852 KK RCA03

1853 KM ROUTE CA03 TO CCA04

1854 KM STEWART

1855 RD 3000 0.0107 0.016 0 TRAP 0 50

*

1856 KK CA04-C

1857 BA 0.370

1858 PB 2.77

1859 LS 0 89.6

1860 UD 0.394

*

1861 KK CCA04

1862 KM COMBINE RCA03 AND CA04-C

1863 KM STEWART AND MOJAVE

1864 HC 2

*

1865 KK RCCA04

1866 KM ROUTE CCA04 TO CCA05

1867 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART

1868 KM FACILITY # = CNST 0000

1869 KM LINING = RCB

1870 RD 2120 0.009 0.015 0 TRAP 8 0

*

1871 KK CA05

1872 BA 0.241

1873 PB 2.77

1874 LS 0 91.9

1875 UD 0.378

*

1876 KK CCA05

1877 KM COMBINE RCCA04 AND CA05

1878 KM STEWART AND PECOS

1879 HC 2

*

1880 KK RCCA05

1881 KM ROUTE CCA05 TO CCA06

1882 KM FACILITY = CEDAR AVENUE CHARLESTON

1883 KM FACILITY # = CACN 0001

1884 KM LINING = RCB

1885 RD 1867 0.004 0.015 0 TRAP 10 0

*

1886 KK CA06-C

1887 BA 0.401

1888 PB 2.77

1889 LS 0 85.0

1890 UD 0.418

*

1 HEC-1 INPUT PAGE 51

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1891 KK CCA06

1892 KM COMBINE RCCA05 AND CA06-C

1893 KM PECOS AND CEDAR AVENUE

1894 HC 2

*

1895 KK RCCA06

1896 KM ROUTE CCA06 TO CCA08

1897 KM FACILITY = CEDAR AVENUE CHANNEL

1898 KM FACILITY # = CACH 0081,0127,0129,0146,0148

1899 KM LINING = CONCRETE

1900 RD 4634 0.0026 0.015 0 TRAP 10 0

*

1901 KK CA08-C

1902 BA 0.256

1903 PB 2.77

1904 LS 0 90.8

1905 UD 0.400

*

1906 KK CCA08-C

1907 KM COMBINE RCCA06 AND CA08-C

1908 KM CEDAR AVENUE AND LAMB

1909 HC 2

*

1910 KKRCCA08-C

1911 KM ROUTE CCA08 TO CCA10-C

1912 KM FACILITY = CEDAR AVENUE CHANNEL

1913 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079

1914 KM LINING = CONCRETE

1915 RD 4386 0.0037 0.015 0 TRAP 10 0

*

1916 KK CA10-C

1917 BA 0.192

1918 PB 2.77

1919 LS 0 90.3

1920 UD 0.433

*

1921 KK CCA10-C

1922 KM COMBINE RCCA08-C AND CA10-C

1923 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH

1924 HC 2

*

1925 KKCCCA10-C

1926 KM COMBINE RCBN15-C AND CCA10-C

1927 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH

1928 HC 2

*

1 HEC-1 INPUT PAGE 52

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1929 KKRCCCA10C

1930 KM ROUTE CCCA10-C TO CCST03-C

1931 KM FACILITY = LAS VEGAS WASH MIDDLE

1932 KM FACILITY # = LVMD 1119,1121

1933 KM LINING = CONCRETE

1934 RD 1520 0.002 0.015 0 TRAP 90 1

*

1935 KK ST01-C

1936 BA 0.246

1937 PB 2.77

1938 LS 0 90.2

1939 UD 0.478

*

1940 KK RST01-C

1941 KM ROUTE ST01-C TO CST03-C

1942 KM STEWART

1943 RD 4700 0.0032 0.016 0 TRAP 0 50

*

1944 KK ST03-C

1945 BA 0.221

1946 PB 2.77

1947 LS 0 89.4

1948 UD 0.511

*

1949 KK CST03-C

1950 KM COMBINE RST01-C AND ST03-C

1951 KM STEWART AND LAS VEGAS WASH

1952 HC 2

*

1953 KKCCST03-C

1954 KM COMBINE RCCCA10C AND CST03-C

1955 KM STEWART AND LAS VEGAS WASH

1956 HC 2

*

1957 KKRCCST03C

1958 KM ROUTE CCST03-C TO CCCH77-C

1959 KM FACILITY = LAS VEGAS WASH MIDDLE

1960 KM FACILITY # = LVMD 1069,1071

1961 KM LINING = CONCRETE

1962 RD 2707 0.0043 0.015 0 TRAP 90 1.5

*

1963 KK CH70-C

1964 BA 0.260

1965 PB 2.77

1966 LS 0 90.5

1967 UD 0.435

*

1 HEC-1 INPUT PAGE 53

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

1968 KK CH73

1969 BA 0.141

1970 PB 2.77

1971 LS 0 90.9

1972 UD 0.140

*

1973 KK CCH73-C

1974 KM COMBINE CH70-C AND CH73

1975 KM CHARLESTON AND US 95

1976 HC 2

*

1977 KK RCH73

1978 KM ROUTE CCH73 TO CCH75-C

1979 KM CHARLESTON

1980 RD 3300 0.0061 0.016 0 TRAP 0 50

*

1981 KK CH75-C

1982 BA 0.356

1983 PB 2.77

1984 LS 0 90.3

1985 UD 0.517

*

1986 KK CCH75-C

1987 KM COMBINE RCH73 AND CH75-C

1988 KM LAMB AND CHARLESTON

1989 HC 2

*

1990 KK CH76

1991 BA 0.138

1992 PB 2.77

1993 LS 0 92.6

1994 UD 0.339

*

1995 KK CCH76

1996 KM COMBINE CH76 AND CCH75-C

1997 KM LAMB AND CHARLESTON

1998 HC 2

*

1999 KK RCCH76

2000 KM ROUTE CCH76 TO CCH77-C

2001 KM FACILITY = LAS VEGAS WASH - CHARLESTON

2002 KM FACILITY # = LVCA 0000

2003 KM LINING = RCB

2004 RD 4600 0.003 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE 54

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2005 KK CH77-C

2006 BA 0.448

2007 PB 2.77

2008 LS 0 90.1

2009 UD 0.517

*

2010 KK CCH77-C

2011 KM COMBINE RCCH76 AND CH77-C

2012 KM CHARLESTON FLOW @ LAS VEGAS WASH

2013 HC 2

*

2014 KKCCCH77-C

2015 KM COMBINE RCCST03C AND CCH77-C

2016 KM CHARLESTON BLVD @ LAS VEGAS WASH

2017 HC 2

*

2018 KK RCCCH73

2019 KM ROUTE CCCH73 TO CCNEL06

2020 KM FACILITY = LAS VEGAS WASH MIDDLE

2021 KM FACILITY # = LVMD 1054

2022 KM LINING = CONCRETE

2023 RD 860 0.005 0.015 0 TRAP 120 0

*

2024 KK CH91-C

2025 BA 0.128

2026 PB 2.77

2027 LS 0 94.2

2028 UD 0.257

*

2029 KK RCH91-C

2030 KM ROUTE CH91-C TO CCH92-C

2031 KM COLORADO AVENUE

2032 RD 4100 0.0134 0.016 0 TRAP 0 50

*

2033 KK CH92-C

2034 BA 0.223

2035 PB 2.77

2036 LS 0 89.7

2037 UD 0.336

*

2038 KK CCH92-C

2039 KM COMBINE RCH91-C AND CH92-C

2040 KM COLORADO AND US 95

2041 HC 2

*

1 HEC-1 INPUT PAGE 55

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2042 KK RCH92-C

2043 KM ROUTE CCH92-C TO CCH94

2044 KM FACILITY = COLORADO AVENUE SYSTEM

2045 KM FACILITY # = LVCO 0106,0109

2046 KM LINING = RCB

2047 RD 2941 0.0067 0.015 0 TRAP 10 0

*

2048 KK CH93

2049 BA 0.266

2050 PB 2.77

2051 LS 0 88.0

2052 UD 0.344

*

2053 KK RCH93

2054 KM ROUTE CH93 TO CCH94

2055 KM WYOMING

2056 RD 3800 0.004 0.016 0 TRAP 0 50

*

2057 KK CH94

2058 BA 0.363

2059 PB 2.77

2060 LS 0 84.0

2061 UD 0.522

*

2062 KK CCH94

2063 KM COMBINE RCH93 AND CH94

2064 KM COLORADO AND LAMB

2065 HC 2

*

2066 KK CCCH94

2067 KM COMBINE RCH92-C AND CCH94

2068 KM COLORADO AND LAMB

2069 HC 2

*

2070 KK RCCCH94

2071 KM ROUTE CCH94 TO CNEL06

2072 KM FACILITY = COLORADO AVENUE SYSTEM

2073 KM FACILITY # = LVCO 0000,0012,0064

2074 KM LINING = RCB

2075 RD 5344 0.0024 0.015 0 TRAP 10 0

*

2076 KK NEL06-C

2077 BA 0.323

2078 PB 2.77

2079 LS 0 88.2

2080 UD 0.483

*

1 HEC-1 INPUT PAGE 56

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2081 KK CNEL06

2082 KM COMBINE RCCH94 AND NEL06

2083 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH

2084 HC 2

*

2085 KK CCNEL06

2086 KM COMBINE RCCNEL04 AND CNEL06

2087 KM LAS VEGAS WASH AND COLORADO AVE.

2088 HC 2

*

2089 KK SA10-2

2090 BA 0.204

2091 PB 2.77

2092 LS 0 91.9

2093 UD 0.633

*

2094 KK SA10-1

2095 BA 0.277

2096 PB 2.77

2097 LS 0 92.6

2098 UD 0.611

*

2099 KK CSA10-1

2100 KM COMBINE SA10-1 AND SA10-2

2101 KM NEAR SAHARA AND UPRR

2102 HC 2

*

2103 KKRCSA10-1

2104 KM ROUTE CSA10-1 TO CSA11

2105 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2106 KM FACILITY # = BHSA 0289

2107 KM LINING = RCB

2108 RD 2300 0.0087 0.015 0 TRAP 14 0

*

2109 KK SA11

2110 BA 0.395

2111 PB 2.77

2112 LS 0 94.9

2113 UD 0.511

*

2114 KK CSA11

2115 KM COMBINE RCSA10 AND SA11

2116 KM SAHARA AND LAS VEGAS BLVD

2117 HC 2

*

1 HEC-1 INPUT PAGE 57

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2118 KK RCSA11

2119 KM ROUTE CSA11 TO CSA13-CB

2120 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2121 KM FACILITY # = BHSA 0175

2122 KM LINING = RCB

2123 RD 3030 0.0067 0.015 0 TRAP 14 0

*

2124 KK SA13-CB

2125 BA 0.115

2126 PB 2.77

2127 LS 0 93.7

2128 UD 0.328

*

2129 KKCSA13-CB

2130 KM COMBINE RCSA11 AND SA13-CB

2131 KM MARYLAND PARKWAY AND SAHARA

2132 HC 2

*

2133 KKRCSA13-CB

2134 KM ROUTE CSA13-CB TO CFR01B

2135 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2136 KM FACILITY # = BHSA 0175

2137 KM LINING = RCB

2138 RD 1670 0.0067 0.015 0 TRAP 14 0

*

2139 KK FR01B

2140 BA 0.067

2141 PB 2.77

2142 LS 0 93.1

2143 UD 0.313

*

2144 KK CFR01B

2145 KM COMBINE RCSA13-CB AND FR01B

2146 KM 10TH STREET AND SAHARA

2147 HC 2

*

2148 KK RCFR01B

2149 KM ROUTE CFR01B TO CSA13-CC

2150 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2151 KM FACILITY # = BHSA 0175

2152 KM LINING = RCB

2153 RD 1315 0.0067 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 58

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2154 KK SA13-CC

2155 BA 0.110

2156 PB 2.77

2157 LS 0 94.6

2158 UD 0.319

*

2159 KKCSA13-CC

2160 KM COMBINE RCFR01B AND SA13-CC

2161 KM MARYLAND PARKWAY AND SAHARA

2162 HC 2

*

2163 KKRCSA13-CC

2164 KM ROUTE CSA13-CC TO CFR02A

2165 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2166 KM FACILITY # = BHSA 0075

2167 KM LINING = RCB

2168 RD 1330 0.0211 0.015 0 TRAP 12 0

*

2169 KK FR02A

2170 BA 0.114

2171 PB 2.77

2172 LS 0 90.9

2173 UD 0.275

*

2174 KK CFR02A

2175 KM COMBINE RCSA13-CC AND FR02A

2176 KM 15TH STREET AND SAHARA

2177 HC 2

*

2178 KK RCFR02A

2179 KM ROUTE CFR02A TO CFR02B

2180 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2181 KM FACILITY # = BHSA 0075

2182 KM LINING = RCB

2183 RD 1240 0.0211 0.015 0 TRAP 12 0

*

2184 KK FR02B

2185 BA 0.042

2186 PB 2.77

2187 LS 0 86.2

2188 UD 0.152

*

1 HEC-1 INPUT PAGE 59

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2189 KK CFR02B

2190 KM COMBINE RCFR02A AND FR02B

2191 KM 17TH STREET AND SAHARA

2192 HC 2

*

2193 KK SA14A

2194 BA 0.127

2195 PB 2.77

2196 LS 0 90.7

2197 UD 0.228

*

2198 KK CSA14A

2199 KM COMBINE CFR02B AND SA14A

2200 KM SPENCER AND SAHARA

2201 HC 2

*

2202 KK RCSA14A

2203 KM ROUTE CSA14A TO CSA14B

2204 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2205 KM FACILITY # = BHSA 0075

2206 KM LINING = RCB

2207 RD 1300 0.0211 0.015 0 TRAP 12 0

*

2208 KK SA13-CA

2209 BA 0.245

2210 PB 2.77

2211 LS 0 94.5

2212 UD 0.631

*

2213 KKRSA13-CA

2214 KM ROUTE SA13-CA TO CFW40A

2215 KM FACILITY = KAREN AVE

2216 RD 4070 0.0214 0.016 0 TRAP 0 50

*

2217 KK FW40A

2218 BA 0.118

2219 PB 2.77

2220 LS 0 85.1

2221 UD 0.264

*

2222 KK CFW40A

2223 KM COMBINE RSA13-CA AND FW40A

2224 KM BURNHAM AND KAREN

2225 HC 2

*

1 HEC-1 INPUT PAGE 60

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2226 KK DFW40AN

2227 KM FLOW SPLIT AT BURNHAM/KAREN

2228 KM DIVERTED FLOW CONTINUES IN KAREN

2229 DT DFW40AE

2230 DI 0 100 200 300

2231 DQ 0 82 164 246

*

2232 KKRDFW40AN

2233 KM ROUTE DFW40AN TO CSA14B

2234 KM FACILITY = BURNHAM AVE

2235 RD 1250 0.0080 0.016 0 TRAP 0 50

*

2236 KK SA14B

2237 BA 0.058

2238 PB 2.77

2239 LS 0 90.9

2240 UD 0.175

*

2241 KK CSA14B

2242 KM COMBINE RCSA14A, RDFW40AN AND SA14B

2243 KM BURNHAM AND SAHARA

2244 HC 3

*

2245 KK RCSA14B

2246 KM ROUTE CSA14B TO CSA14C

2247 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2248 KM FACILITY # = BHSA 0075

2249 KM LINING = RCB

2250 RD 1325 0.0211 0.015 0 TRAP 12 0

*

2251 KK FR01A

2252 BA 0.177

2253 PB 2.77

2254 LS 0 91.3

2255 UD 0.499

*

2256 KK RFR01A

2257 KM ROUTE FR01A TO FR02C

2258 KM FACILITY = ST LOUIS AVE

2259 RD 5400 0.0209 0.016 0 TRAP 0 50

*

2260 KK FR02C

2261 BA 0.258

2262 PB 2.77

2263 LS 0 87.1

2264 UD 0.375

*

1 HEC-1 INPUT PAGE 61

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2265 KK CFR02C

2266 KM COMBINE RFR01A AND FR02C

2267 KM EASTERN AND ST LOUIS AVE

2268 HC 2

*

2269 KK RFR02C

2270 KM ROUTE CFR02 TO CSA14C

2271 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

2272 KM FACILITY # = SAEA 0000

2273 KM LINING = RCB

2274 RD 1440 0.002 0.015 0 TRAP 10 0

*

2275 KK SA14C

2276 BA 0.060

2277 PB 2.77

2278 LS 0 93.2

2279 UD 0.179

*

2280 KK CSA14C

2281 KM COMBINE RCSA14B, RFR02C AND SA14C

2282 KM EASTERN AND SAHARA

2283 HC 3

*

2284 KK RCSA14C

2285 KM ROUTE CSA14C TO CSA16A

2286 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2287 KM FACILITY # = BHSA 0026

2288 KM LINING = RCB

2289 RD 1300 0.013 0.015 0 TRAP 14 0

*

2290 KK SA16A

2291 BA 0.059

2292 PB 2.77

2293 LS 0 90.9

2294 UD 0.199

*

2295 KK CSA16A

2296 KM COMBINE RCSA14C AND SA16A

2297 KM ATLANTIC AND SAHARA

2298 HC 2

*

2299 KK RCSA16A

2300 KM ROUTE CSA16A TO CSA16B

2301 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2302 KM FACILITY # = BHSA 0026

2303 KM LINING = RCB

2304 RD 1315 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

 

2305 KK DFW40AE

2306 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

2307 DR DFW40AE

*

2308 KK FW41A

2309 BA 0.160

2310 PB 2.77

2311 LS 0 84.0

2312 UD 0.337

*

2313 KK CFW41A

2314 KM COMBINE DFW40AE AND FW41A

2315 KM MCLEOD AND KAREN

2316 HC 2

*

2317 KK DFW41AN

2318 KM FLOW SPLIT AT MCLEOD/KAREN

2319 KM DIVERTED FLOW CONTINUES IN KAREN

2320 DT DFW41AE

2321 DI 0 100 200 300 400

2322 DQ 0 63 128 194 260

*

2323 KKRDFW41AN

2324 KM ROUTE DFW41AN TO CSA16B

2325 KM FACILITY = MCLEOD DR

2326 RD 1295 0.0116 0.016 0 TRAP 0 50

*

2327 KK SA16B

2328 BA 0.060

2329 PB 2.77

2330 LS 0 89.6

2331 UD 0.206

*

2332 KK CSA16B

2333 KM COMBINE RCSA16A, RDFW41AN AND SA16B

2334 KM MCLEOD AND SAHARA

2335 HC 3

*

2336 KK RCSA16B

2337 KM ROUTE CSA16B TO CSA16C

2338 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2339 KM FACILITY # = BHSA 0026

2340 KM LINING = RCB

2341 RD 1390 0.013 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 63

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2342 KK SA16C

2343 BA 0.065

2344 PB 2.77

2345 LS 0 90.6

2346 UD 0.192

*

2347 KK CSA16C

2348 KM COMBINE RCSA16B AND SA16C

2349 KM SAHARA AND MOJAVE

2350 HC 2

*

2351 KK FR03-B

2352 BA 0.065

2353 PB 2.77

2354 LS 0 90.6

2355 UD 0.192

*

2356 KK CFR03B

2357 KM COMBINE CSA16C AND FR03-B

2358 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

2359 HC 2

*

2360 KK RCFR03B

2361 KM ROUTE CFR03B TO CCFR03

2362 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2363 KM FACILITY # = BHSA 0000

2364 KM LINING = RCB

2365 RD 1300 0.0079 0.015 0 TRAP 14 0

*

2366 KK CH51

2367 BA 0.237

2368 PB 2.77

2369 LS 0 92.5

2370 UD 0.467

*

2371 KK RCH51

2372 KM ROUTE CH51 TO CCH52

2373 KM FACILITY = FLAMINGO - BOULDER NORTH

2374 KM FACILITY # = FLBN 0342

2375 KM LINING = RCB

2376 RD 4300 0.0042 0.015 0 TRAP 7 0

*

1 HEC-1 INPUT PAGE 64

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2377 KK CH52-C

2378 BA 0.311

2379 PB 2.77

2380 LS 0 94.8

2381 UD 0.389

*

2382 KK CCH52

2383 KM COMBINE RCH51 AND CH52-C

2384 KM CHARLESTON AND LAS VEGAS BLVD

2385 HC 2

*

2386 KK RCCH52

2387 KM ROUTE CCH52 TO CCH56

2388 KM FACILITY = FLAMINGO - BOULDER NORTH

2389 KM FACILITY # = FLBN 0281

2390 KM LINING = RCB

2391 RD 2000 0.0133 0.015 0 TRAP 10 0

*

2392 KK CH56-A

2393 BA 0.140

2394 PB 2.77

2395 LS 0 92.4

2396 UD 0.362

*

2397 KK CCH56A

2398 KM COMBINE RCCH52 AND CH56-A

2399 KM CHARLESTON AND 10TH ST

2400 HC 2

*

2401 KK RCCH56A

2402 KM ROUTE CCH56A TO CCH56B

2403 KM FACILITY = FLAMINGO - BOULDER NORTH

2404 KM FACILITY # = FLBN 0281

2405 KM LINING = RCB

2406 RD 1100 0.0133 0.015 0 TRAP 10 0

*

2407 KK CH56-B

2408 BA 0.244

2409 PB 2.77

2410 LS 0 90.0

2411 UD 0.492

*

1 HEC-1 INPUT PAGE 65

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2412 KK DFLAM

2413 KM RETRIEVE DFLAM

2414 DR DFLAM

*

2415 KK RDFLAM

2416 KM ROUTE DFLAM TO CCH60A

2417 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

2418 KM FACILITY # = FLMP 0000

2419 KM LINING = RCB

2420 RD 5300 0.0049 0.015 0 TRAP 8 0

*

2421 KK CH60-A

2422 BA 0.377

2423 PB 2.77

2424 LS 0 91.8

2425 UD 0.440

*

2426 KK CCH60A

2427 KM COMBINE RDFLAM AND CH60-A

2428 HC 2

*

2429 KK CCH56B

2430 KM COMBINE RCCH56A, CH56-B, AND CCH60A

2431 KM MARYLAND PARKWAY AND CHARLESTON

2432 HC 3

*

2433 KK RCCH56B

2434 KM ROUTE CCH56B TO CCH63-A

2435 KM FACILITY = FLAMINGO - BOULDER NORTH

2436 KM FACILITY # = FLBN 0205

2437 KM LINING = RCB

2438 RD 1200 0.023 0.015 0 TRAP 10 0

*

2439 KK CH63-A

2440 BA 0.112

2441 PB 2.77

2442 LS 0 89.7

2443 UD 0.245

*

2444 KK CCH63A

2445 KM COMBINE RCCH56B AND CH63-A

2446 KM CHARLESTON AND 15TH ST

2447 HC 2

*

1 HEC-1 INPUT PAGE 66

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2448 KK RCCH63A

2449 KM ROUTE CCH63A TO CCH63B

2450 KM FACILITY = FLAMINGO - BOULDER NORTH

2451 KM FACILITY # = FLBN 0205

2452 KM LINING = RCB

2453 RD 2800 0.023 0.015 0 TRAP 10 0

*

2454 KK CH63-B

2455 BA 0.153

2456 PB 2.77

2457 LS 0 90.4

2458 UD 0.172

*

2459 KK CCH63B

2460 KM COMBINE RCCH63A AND CH63-B

2461 KM CHARLESTON AND BURNHAM

2462 HC 2

*

2463 KK RCCH63B

2464 KM ROUTE CCH63B TO CCH68A

2465 KM FACILITY = FLAMINGO - BOULDER NORTH

2466 KM FACILITY # = FLBN 0180

2467 KM LINING = RCB

2468 RD 1900 0.0131 0.015 0 TRAP 20 0

*

2469 KK CH68-A

2470 BA 0.294

2471 PB 2.77

2472 LS 0 90.2

2473 UD 0.367

*

2474 KK CCH68A

2475 KM COMBINE RCCH63B AND CH68-A

2476 KM CHARLESTON AND BOULDER HIGHWAY

2477 HC 2

*

2478 KK RCCH68A

2479 KM ROUTE CCH68A TO CCH67A

2480 KM FACILITY = FLAMINGO - BOULDER NORTH

2481 KM FACILITY # = FLBN 0038

2482 KM LINING = RCB

2483 RD 960 0.0059 0.015 0 TRAP 15 0

*

1 HEC-1 INPUT PAGE 67

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2484 KK CH67-A

2485 BA 0.333

2486 PB 2.77

2487 LS 0 86.0

2488 UD 0.359

*

2489 KK CCH67A

2490 KM COMBINE RCCH68A AND CH67-A

2491 HC 2

*

2492 KK RCCH67A

2493 KM ROUTE CCH67A TO CFR04

2494 KM FACILITY = FLAMINGO - BOULDER NORTH

2495 KM FACILITY # = FLBN 0038

2496 KM LINING = RCB

2497 RD 4340 0.0059 0.015 0 TRAP 15 0

*

2498 KK CH64-A

2499 BA 0.297

2500 PB 2.77

2501 LS 0 90.0

2502 UD 0.527

*

2503 KK RCH64-A

2504 KM ROUTE CH64-A TO CFR04A

2505 KM OAKEY TO BOULDER HIGHWAY

2506 RD 7100 0.018 0.016 0 TRAP 0 50

*

2507 KK FR04-A

2508 BA 0.255

2509 PB 2.77

2510 LS 0 87.8

2511 UD 0.343

*

2512 KK CFR04A

2513 KM COMBINE RCH64 AND FR04-A

2514 HC 2

*

2515 KK CCFR04A

2516 KM COMBINE RCCH67A AND CFR04A

2517 KM OAKEY AND BOULDER HIGHWAY

2518 HC 2

*

1 HEC-1 INPUT PAGE 68

 

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

 

2519 KKRCCFR04A

2520 KM ROUTE CCFR04A TO CCFR03A

2521 KM FACILITY = FLAMINGO - BOULDER NORTH

2522 KM FACILITY # = FLBN 0038

2523 KM LINING = RCB

2524 RD 1800 0.0059 0.015 0 TRAP 15 0

*

2525 KK FR03-A

2526 BA 0.233

2527 PB 2.77

2528 LS 0 84.8

2529 UD 0.361

*

2530 KK CFR03A

2531 KM COMBINE RCCFR04A AND FR03-A

2532 KM BOULDER HIGHWAY AND ST. LOUIS

2533 HC 2

*

2534 KK RCFR03A

2535 KM ROUTE CFR03A TO CFR03C

2536 KM FACILITY = FLAMINGO - BOULDER NORTH

2537 KM FACILITY # = FLBN 0038

2538 KM LINING = RCB

2539 RD 2000 0.0059 0.015 0 TRAP 15 0

*

2540 KK FR03-C

2541 BA 0.036

2542 PB 2.77

2543 LS 0 92.0

2544 UD 0.230

*

2545 KK CCFR03

2546 KM COMBINE RCFR03B, RCFR03A AND FR03-C

2547 KM BOULDER HIGHWAY AND SAHARA

2548 HC 3

*

2549 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW

 

NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW

 

44 FW01

V

V

57 RFW1

.

.

61 . FW02

. .

. .

66 CFW2............

V

V

70 RCFW2

.

.

74 . FW03

. .

. .

79 CFW3............

V

V

83 RCFW3

.

.

89 . FW5

. .

. .

94 CFW5............

.

.

102 .-------> DFW11

98 DFW5

V

V

105 RDFW5

.

.

111 . CE2EA-C

. V

. V

116 . RCE2EA

. .

. .

120 . . R4C1

. . .

. . .

125 CR4C1........................

V

V

129 RCR4C1

.

.

135 . CE2EC

. V

. V

140 . RCE2EC

. .

. .

144 . . CE2ED-C

. . .

. . .

149 . CCE2ED-C............

. .

. .

158 . .-------> DCPS03

153 . DCCE2ED

. V

. V

161 . RDCCE2ED

. .

. .

165 . . CE3FA

. . .

. . .

170 CCE3FA........................

V

V

174 RCCE3FA

.

.

180 . PS01-C

. V

. V

185 . RPS01-C

. .

. .

191 . . PS03

. . .

. . .

196 . CPS03............

. .

. .

200 . . ED01

. . V

. . V

205 . . RED01

. . .

. . .

209 . . . ED02

. . . .

. . . .

214 . . . . ED11

. . . . .

. . . . .

219 . . . . . ED12

. . . . . .

. . . . . .

224 . . . . CED12............

. . . . V

. . . . V

228 . . . . RCED12

. . . . .

. . . . .

232 . . . . . ED13

. . . . . .

. . . . . .

237 . . . . CED13............

. . . . V

. . . . V

241 . . . . RCED13

. . . . .

. . . . .

247 . . CED02........................

. . V

. . V

251 . . RCED02

. . .

. . .

259 . . . .<------- DCPS03

257 . . . DCPS03

. . . V

. . . V

260 . . . RDPS03

. . . .

. . . .

264 . CCPS03........................

. V

. V

268 . RCCPS03

. .

. .

274 . . PS06-C

. . .

. . .

279 . CPS06............

. .

. .

283 CCPS06............

V

V

287 RCCPS06

.

.

293 . FW09

. .

. .

301 . .-------> DSM

298 . DSPM

. V

. V

304 . RDSPM

. .

. .

309 . . CE3FD-C

. . .

. . .

314 . CCE3FD-C............

. V

. V

318 . RCCE3FD

. .

. .

324 CRCPS06............

V

V

328 RCRCPS06

.

.

334 . PS08

. .

. .

339 CPS08............

.

.

343 . ED05-C

. V

. V

348 . RED05-C

. .

. .

352 CCPS08............

V

V

356 RCCPS08

.

.

362 . ED10-C

. .

. .

367 CED10-C............

V

V

371 RCED10-C

.

.

377 . SA06-C

. V

. V

382 . RSA06-C

. .

. .

388 . . SA08

. . .

. . .

393 . CSA08............

. .

. .

397 CCSA08............

V

V

402 Basin

V

V

409 RCCSA08

.

.

415 . CH14-C

. V

. V

420 . RCH14-C

. .

. .

424 . . OK09-C

. . .

. . .

429 . COK09-C............

. V

. V

433 . RCOK09-C

. .

. .

439 . . OK10

. . .

. . .

444 . COK10............

. V

. V

448 . RCOK10

. .

. .

454 . . OK11-C

. . .

. . .

459 . 1COK11C............

. .

. .

463 COK11C............

V

V

467 RCOK11C

.

.

473 . WAL1

. V

. V

478 . RWAL1

. .

. .

482 . . WAL2

. . .

. . .

487 . CWAL2............

. .

. .

490 CCWAL2............

V

V

494 RCCWAL2

.

.

500 . CH50

. .

. .

505 CCH50............

.

.

509 . CH15-C

. V

. V

514 . RCH15-C

. .

. .

518 . . CH18-C

. . .

. . .

523 . CCH18-C............

. V

. V

527 . RCCH18-C

. .

. .

533 . . AL92

. . .

. . .

542 . . .-------> DAL93

538 . . DAL92

. . V

. . V

545 . . RDAL92

. . .

. . .

549 . . . AL95-C

. . . .

. . . .

554 . . CAL95............

. . V

. . V

558 . . RCAL95-C

. . .

. . .

564 . CCCH18-C............

. V

. V

568 . RCCCH18C

. .

. .

574 . . CH22-C

. . .

. . .

579 . CCH22............

. .

. .

583 CCCH22............

V

V

587 RCCCH22

.

.

593 . AL96-C

. .

. .

598 CAL96............

V

V

602 RCAL96

.

.

610 . .<------- DAL93

608 . DAL93

. V

. V

611 . RDAL93

. .

. .

615 . . AL93-C

. . .

. . .

620 CAL93........................

.

.

624 . 1-GOLF

. V

. V

629 . R1-GOLF

. .

. .

633 . . 2a-OAK-C

. . .

. . .

638 . C2a-OAK............

. V

. V

642 . RC2a-OAK

. .

. .

646 . . 3-ELP-C

. . .

. . .

651 . C3-ELP-C............

. V

. V

655 . RC3-ELPC

. .

. .

661 . . 3a-OAK-C

. . .

. . .

666 . C3a-OAKC............

. V

. V

670 . RC3aOAKC

. .

. .

676 . . 3-HOLM-C

. . V

. . V

681 . . R3-HOLMC

. . .

. . .

687 . . . 5-OAK-C

. . . .

. . . .

692 . . C5-OAK-C............

. . .

. . .

696 . OAKEYIN............

. V

. V

701 . OAKEYDB

. V

. V

722 . OAKEYOT

. .

. .

728 . . SA01-C

. . V

. . V

733 . . RSA01-C

. . .

. . .

737 . . . SA05

. . . .

. . . .

742 . . CSA05............

. . V

. . V

746 . . RCSA05

. . .

. . .

752 . . . SA06

. . . .

. . . .

757 . . CSA06............

. . .

. . .

761 . . . OK06-C

. . . V

. . . V

766 . . . ROK06-C

. . . .

. . . .

770 . . . . OK07

. . . . .

. . . . .

775 . . COK07........................

. . V

. . V

779 . . RCOK07

. . .

. . .

785 . . . OK03-C

. . . V

. . . V

790 . . . ROK03-C

. . . .

. . . .

794 . . . . OK04-C

. . . . .

. . . . .

799 . . COK04-C........................

. . V

. . V

803 . . RCOK04-C

. . .

. . .

809 . . . OK08

. . . .

. . . .

814 . . COK08............

. . .

. . .

818 . CCOK08............

. V

. V

822 . RCCOK08

. .

. .

828 . . CH04-C

. . V

. . V

833 . . RCH04-C

. . .

. . .

839 . . . CH05-C

. . . .

. . . .

844 . . CCH05-C............

. . V

. . V

848 . . RCCH05-C

. . .

. . .

854 . . . CH09-C

. . . .

. . . .

859 . . CCH09-C............

. . V

. . V

863 . . RCCH09-C

. . .

. . .

869 . . . CH10

. . . .

. . . .

874 . . CCH10............

. . V

. . V

878 . . RCCH10

. . .

. . .

884 . . . OK12

. . . .

. . . .

889 . COK12........................

. V

. V

893 . RCOK12

. .

. .

899 . . CH14B

. . .

. . .

904 . CCH14B............

. V

. V

908 . RCCH14B

. .

. .

914 . . OK13

. . .

. . .

919 . COK13............

. V

. V

923 . RCOK13

. .

. .

929 . . R1

. . V

. . V

934 . . PR1

. . V

. . V

943 . . RPR1

. . .

. . .

947 . . . R3

. . . .

. . . .

952 . . . . R2

. . . . .

. . . . .

957 . . CR2........................

. . .

. . .

965 . . .-------> DAL00A

961 . . DCR2

. . V

. . V

968 . . RDCR2

. . .

. . .

974 . . . AL01A

. . . .

. . . .

979 . . CAL01A............

. . V

. . V

983 . . RCAL01A

. . .

. . .

989 . . . US

. . . .

. . . .

994 . . CUS............

. . .

. . .

998 . . . AL04-C

. . . V

. . . V

1003 . . . RAL04-C

. . . .

. . . .

1009 . . CCUS............

. . V

. . V

1013 . . RCCUS

. . .

. . .

1019 . . . AL05-C

. . . .

. . . .

1024 . . . . GS

. . . . .

. . . . .

1033 . . . . .-------> DGSR

1029 . . . . DGS

. . . . .

. . . . .

1036 . . CAL05-C........................

. . V

. . V

1040 . . RCAL05-C

. . .

. . .

1046 . . . BR3

. . . .

. . . .

1051 . . CBR3............

. . V

. . V

1055 . . RCBR3

. . .

. . .

1061 . . . AL09-C

. . . V

. . . V

1066 . . . RAL09-C

. . . .

. . . .

1072 . . . . .<------- DGSR

1070 . . . . DGSR

. . . . V

. . . . V

1073 . . . . RDGSR

. . . . .

. . . . .

1077 . . . . . AL11-C

. . . . . .

. . . . . .

1082 . . CAL11-C....................................

. . V

. . V

1086 . . RCAL11-C

. . .

. . .

1092 . . . AL10-C

. . . .

. . . .

1097 . . CAL10-C............

. . V

. . V

1101 . . RCAL10-C

. . .

. . .

1107 . . . AL13-3

. . . .

. . . .

1112 . . CAL13-3............

. . .

. . .

1116 . . . AL14

. . . V

. . . V

1121 . . . RAL14

. . . .

. . . .

1125 . . . . AL16

. . . . .

. . . . .

1130 . . 1CAL16........................

. . .

. . .

1134 . . . AL09

. . . V

. . . V

1139 . . . RAL09

. . . .

. . . .

1143 . . . . CH14A

. . . . .

. . . . .

1148 . . . CCH14A............

. . . V

. . . V

1152 . . . RCCH14A

. . . .

. . . .

1158 . . CAL16............

. . V

. . V

1162 . . RCAL16

. . .

. . .

1168 . CCAL16............

. V

. V

1172 . RCCAL16

. .

. .

1178 . . AL90-C

. . .

. . .

1183 . CAL90-C............

. V

. V

1186 . RCAL90-C

. .

. .

1192 . . MEDB

. . .

. . .

1197 . MEADOWIN............

. V

. V

1202 . MEADOWDB

. V

. V

1226 . MEADOWOT

. .

. .

1234 . . .<------- DAL00A

1232 . . DAL00A

. . V

. . V

1235 . . RDAL00A

. . .

. . .

1241 . . . AL00A

. . . .

. . . .

1246 . . . . AL00A-C

. . . . .

. . . . .

1251 . . RAINBWIN........................

. . V

. . V

1255 . . RAINBWDB

. . V

. . V

1278 . . RAINBWOT

. . .

. . .

1284 . . . LC01-C

. . . .

. . . .

1289 . . CLC01-C............

. . V

. . V

1293 . . RCLC01-C

. . .

. . .

1299 . . . WA02-C

. . . .

. . . .

1304 . . CWA02-C............

. . .

. . .

1308 . . . AL01B-C

. . . .

. . . .

1313 . . CCWA02-C............

. . V

. . V

1317 . . RCCWA02C

. . .

. . .

1323 . . . LC11-C

. . . .

. . . .

1328 . . CLC11-C............

. . V

. . V

1332 . . RCLC11-C

. . .

. . .

1338 . . . LC14-C

. . . .

. . . .

1343 . . CLC14-C............

. . .

. . .

1347 . . . WA10-C

. . . .

. . . .

1356 . . . .-------> WA10NW

1352 . . . WA10D

. . . V

. . . V

1359 . . . RWA10D

. . . .

. . . .

1365 . . CCLC14-C............

. . V

. . V

1369 . . RCCLC14

. . .

. . .

1375 . CRMEDET............

. V

. V

1379 . RCRMEDET

. .

. .

1385 . . LC16-C

. . .

. . .

1390 . . . OG011AC2

. . . .

. . . .

1399 . . . .-------> OG011D

1395 . . . OG011AD

. . . V

. . . V

1402 . . . ROG011AD

. . . .

. . . .

1406 . . . . WA01-C

. . . . .

. . . . .

1411 . . . CWA01-C............

. . . V

. . . V

1415 . . . RWA01

. . . .

. . . .

1419 . . . . WA04-C

. . . . .

. . . . .

1424 . . . CWA04-C............

. . . V

. . . V

1428 . . . RCWA04

. . . .

. . . .

1434 . . . . WA09-C

. . . . .

. . . . .

1439 . . . CWA09-C............

. . . V

. . . V

1443 . . . RCWA09

. . . .

. . . .

1451 . . . . .<------- WA10NW

1449 . . . . WA10NW

. . . . .

. . . . .

1452 . . . CWA10NW............

. . . V

. . . V

1456 . . . RCWA10NW

. . . .

. . . .

1462 . . . . WA13-C

. . . . .

. . . . .

1467 . . . CWA13-C............

. . . .

. . . .

1474 . . . .-------> WA13NW

1471 . . . WA13D

. . . V

. . . V

1477 . . . RWA13D

. . . .

. . . .

1483 . . CLC16-C............

. . .

. . .

1487 . CCLC16-C............

. V

. V

1491 . RCCLC16

. .

. .

1497 . . LC20-C

. . .

. . .

1502 . CLC20-C............

. V

. V

1506 . RCLC20-C

. .

. .

1512 CCAL93............

V

V

1516 RCCAL93

.

.

1522 . LC21

. .

. .

1527 CLC21............

.

.

1535 .-------> DLVOE

1531 DCLC21

V

V

1538 RDCLC21

.

.

1544 . V1-C

. .

. .

1549 . . CH59-C

. . .

. . .

1559 . . .-------> DFLAM

1554 . . DCH59-C

. . .

. . .

1566 . . .-------> DBN03

1562 . . DDCH59-C

. . V

. . V

1569 . . RDDCH59

. . .

. . .

1574 CV1-C........................

V

V

1578 RCV1-C

.

.

1584 . X-C1

. .

. .

1589 CX-C1............

V

V

1593 RCX-C1

.

.

1599 . M

. V

. V

1604 . RM

. .

. .

1608 . . N-C

. . .

. . .

1613 CN-C........................

V

V

1617 RCN-C

.

.

1623 . P-C

. .

. .

1628 CP-C............

V

V

1632 RCP-C

.

.

1638 . Q-C

. .

. .

1643 CQ-C............

V

V

1647 RCQ-C

.

.

1653 . LVW01-C

. .

. .

1658 CLVW01-C............

.

.

1664 . .<------- DLVOE

1662 . DLVOE

. V

. V

1665 . RDLVOE

. .

. .

1671 . . H-C1

. . .

. . .

1676 . CH-C1............

. V

. V

1680 . RCH-C1

. .

. .

1686 . . E-C

. . .

. . .

1691 . CE-C............

. V

. V

1695 . RCE-C

. .

. .

1701 . . G

. . .

. . .

1706 . CG............

. V

. V

1710 . RCG

. .

. .

1716 . . K-C1

. . .

. . .

1721 . CK-C1............

. V

. V

1725 . RCK-C1

. .

. .

1731 CCLVW01C............

V

V

1735 RCCLVW01

.

.

1741 . BN06-C

. .

. .

1746 . . BN03-C

. . .

. . .

1753 . . . .<------- DBN03

1751 . . . DBN03

. . . V

. . . V

1754 . . . RDBN03

. . . .

. . . .

1758 . CBN03........................

. V

. V

1762 . RCBN03

. .

. .

1768 . . BN08

. . .

. . .

1773 . CBN08............

. V

. V

1777 . RCBN08

. .

. .

1783 . . BN09

. . .

. . .

1788 . CBN09............

. V

. V

1792 . RCBN09

. .

. .

1798 . . BN10-C

. . .

. . .

1803 . CBN10-C............

. V

. V

1807 . RCBN10-C

. .

. .

1813 . . BN12-C

. . .

. . .

1818 . CBN12-C............

. V

. V

1822 . RCBN12-C

. .

. .

1828 . . BN15-C

. . .

. . .

1833 . CBN15-C............

. .

. .

1837 CCBN15-C............

V

V

1841 RCBN15-C

.

.

1847 . CA03

. V

. V

1852 . RCA03

. .

. .

1856 . . CA04-C

. . .

. . .

1861 . CCA04............

. V

. V

1865 . RCCA04

. .

. .

1871 . . CA05

. . .

. . .

1876 . CCA05............

. V

. V

1880 . RCCA05

. .

. .

1886 . . CA06-C

. . .

. . .

1891 . CCA06............

. V

. V

1895 . RCCA06

. .

. .

1901 . . CA08-C

. . .

. . .

1906 . CCA08-C............

. V

. V

1910 . RCCA08-C

. .

. .

1916 . . CA10-C

. . .

. . .

1921 . CCA10-C............

. .

. .

1925 CCCA10-C............

V

V

1929 RCCCA10C

.

.

1935 . ST01-C

. V

. V

1940 . RST01-C

. .

. .

1944 . . ST03-C

. . .

. . .

1949 . CST03-C............

. .

. .

1953 CCST03-C............

V

V

1957 RCCST03C

.

.

1963 . CH70-C

. .

. .

1968 . . CH73

. . .

. . .

1973 . CCH73-C............

. V

. V

1977 . RCH73

. .

. .

1981 . . CH75-C

. . .

. . .

1986 . CCH75-C............

. .

. .

1990 . . CH76

. . .

. . .

1995 . CCH76............

. V

. V

1999 . RCCH76

. .

. .

2005 . . CH77-C

. . .

. . .

2010 . CCH77-C............

. .

. .

2014 CCCH77-C............

V

V

2018 RCCCH73

.

.

2024 . CH91-C

. V

. V

2029 . RCH91-C

. .

. .

2033 . . CH92-C

. . .

. . .

2038 . CCH92-C............

. V

. V

2042 . RCH92-C

. .

. .

2048 . . CH93

. . V

. . V

2053 . . RCH93

. . .

. . .

2057 . . . CH94

. . . .

. . . .

2062 . . CCH94............

. . .

. . .

2066 . CCCH94............

. V

. V

2070 . RCCCH94

. .

. .

2076 . . NEL06-C

. . .

. . .

2081 . CNEL06............

. .

. .

2085 CCNEL06............

.

.

2089 . SA10-2

. .

. .

2094 . . SA10-1

. . .

. . .

2099 . CSA10-1............

. V

. V

2103 . RCSA10-1

. .

. .

2109 . . SA11

. . .

. . .

2114 . CSA11............

. V

. V

2118 . RCSA11

. .

. .

2124 . . SA13-CB

. . .

. . .

2129 . CSA13-CB............

. V

. V

2133 . RCSA13-C

. .

. .

2139 . . FR01B

. . .

. . .

2144 . CFR01B............

. V

. V

2148 . RCFR01B

. .

. .

2154 . . SA13-CC

. . .

. . .

2159 . CSA13-CC............

. V

. V

2163 . RCSA13-C

. .

. .

2169 . . FR02A

. . .

. . .

2174 . CFR02A............

. V

. V

2178 . RCFR02A

. .

. .

2184 . . FR02B

. . .

. . .

2189 . CFR02B............

. .

. .

2193 . . SA14A

. . .

. . .

2198 . CSA14A............

. V

. V

2202 . RCSA14A

. .

. .

2208 . . SA13-CA

. . V

. . V

2213 . . RSA13-CA

. . .

. . .

2217 . . . FW40A

. . . .

. . . .

2222 . . CFW40A............

. . .

. . .

2229 . . .-------> DFW40AE

2226 . . DFW40AN

. . V

. . V

2232 . . RDFW40AN

. . .

. . .

2236 . . . SA14B

. . . .

. . . .

2241 . CSA14B........................

. V

. V

2245 . RCSA14B

. .

. .

2251 . . FR01A

. . V

. . V

2256 . . RFR01A

. . .

. . .

2260 . . . FR02C

. . . .

. . . .

2265 . . CFR02C............

. . V

. . V

2269 . . RFR02C

. . .

. . .

2275 . . . SA14C

. . . .

. . . .

2280 . CSA14C........................

. V

. V

2284 . RCSA14C

. .

. .

2290 . . SA16A

. . .

. . .

2295 . CSA16A............

. V

. V

2299 . RCSA16A

. .

. .

2307 . . .<------- DFW40AE

2305 . . DFW40AE

. . .

. . .

2308 . . . FW41A

. . . .

. . . .

2313 . . CFW41A............

. . .

. . .

2320 . . .-------> DFW41AE

2317 . . DFW41AN

. . V

. . V

2323 . . RDFW41AN

. . .

. . .

2327 . . . SA16B

. . . .

. . . .

2332 . CSA16B........................

. V

. V

2336 . RCSA16B

. .

. .

2342 . . SA16C

. . .

. . .

2347 . CSA16C............

. .

. .

2351 . . FR03-B

. . .

. . .

2356 . CFR03B............

. V

. V

2360 . RCFR03B

. .

. .

2366 . . CH51

. . V

. . V

2371 . . RCH51

. . .

. . .

2377 . . . CH52-C

. . . .

. . . .

2382 . . CCH52............

. . V

. . V

2386 . . RCCH52

. . .

. . .

2392 . . . CH56-A

. . . .

. . . .

2397 . . CCH56A............

. . V

. . V

2401 . . RCCH56A

. . .

. . .

2407 . . . CH56-B

. . . .

. . . .

2414 . . . . .<------- DFLAM

2412 . . . . DFLAM

. . . . V

. . . . V

2415 . . . . RDFLAM

. . . . .

. . . . .

2421 . . . . . CH60-A

. . . . . .

. . . . . .

2426 . . . . CCH60A............

. . . . .

. . . . .

2429 . . CCH56B........................

. . V

. . V

2433 . . RCCH56B

. . .

. . .

2439 . . . CH63-A

. . . .

. . . .

2444 . . CCH63A............

. . V

. . V

2448 . . RCCH63A

. . .

. . .

2454 . . . CH63-B

. . . .

. . . .

2459 . . CCH63B............

. . V

. . V

2463 . . RCCH63B

. . .

. . .

2469 . . . CH68-A

. . . .

. . . .

2474 . . CCH68A............

. . V

. . V

2478 . . RCCH68A

. . .

. . .

2484 . . . CH67-A

. . . .

. . . .

2489 . . CCH67A............

. . V

. . V

2492 . . RCCH67A

. . .

. . .

2498 . . . CH64-A

. . . V

. . . V

2503 . . . RCH64-A

. . . .

. . . .

2507 . . . . FR04-A

. . . . .

. . . . .

2512 . . . CFR04A............

. . . .

. . . .

2515 . . CCFR04A............

. . V

. . V

2519 . . RCCFR04A

. . .

. . .

2525 . . . FR03-A

. . . .

. . . .

2530 . . CFR03A............

. . V

. . V

2534 . . RCFR03A

. . .

. . .

2540 . . . FR03-C

. . . .

. . . .

2545 . 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 12:58:41 * * (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 = SW4PB2.DAT INPUT FILE DATE = JULY 2010

HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:

CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE

CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)

RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

INPUT FILE = SW4.DAT

INPUT FILE DATE = MAY 2008

DESIGN STORM = 100-YEAR 6-HR STORM

STORM DISTRIBUTION = SDN #4

MODELED BY PBS&J (BRIAN ROWLEY, E.I., CFM)

CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)

STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)

REFERENCED HYDROLOGIC MODELS:

CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)

PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)

FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)

HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)

AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)

US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT

(VTN NEVADA, MAY 2003)

MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)

OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)

MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)

OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)

JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:

AREA DARF

SQ. MI.

8-9 0.875

9-10 0.865

10-11 0.857

11-12 0.85

 

41 IO OUTPUT CONTROL VARIABLES

IPRNT 5 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

IT HYDROGRAPH TIME DATA

NMIN 5 MINUTES IN COMPUTATION INTERVAL

IDATE 1 0 STARTING DATE

ITIME 0000 STARTING TIME

NQ 300 NUMBER OF HYDROGRAPH ORDINATES

NDDATE 2 0 ENDING DATE

NDTIME 0055 ENDING TIME

ICENT 19 CENTURY MARK

 

COMPUTATION INTERVAL .08 HOURS

TOTAL TIME BASE 24.92 HOURS

 

ENGLISH UNITS

DRAINAGE AREA SQUARE MILES

PRECIPITATION DEPTH INCHES

LENGTH, ELEVATION FEET

FLOW CUBIC FEET PER SECOND

STORAGE VOLUME ACRE-FEET

SURFACE AREA ACRES

TEMPERATURE DEGREES FAHRENHEIT

 

JP MULTI-PLAN OPTION

NPLAN 1 NUMBER OF PLANS

 

JR MULTI-RATIO OPTION

RATIOS OF PRECIPITATION

.88 .87 .86 .85

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

397 KK * CCSA08 *

* *

**************

 

401 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

400 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION CCSA08

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 76 233. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 200. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 170. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 144. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 2. * 1 0635 80 121. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 7. * 1 0640 81 100. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 17. * 1 0645 82 83. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 34. * 1 0650 83 68. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 57. * 1 0655 84 55. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 81. * 1 0700 85 45. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 103. * 1 0705 86 36. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 118. * 1 0710 87 29. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 126. * 1 0715 88 22. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 127. * 1 0720 89 18. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 123. * 1 0725 90 14. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 119. * 1 0730 91 11. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 115. * 1 0735 92 8. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 115. * 1 0740 93 7. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 120. * 1 0745 94 5. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 133. * 1 0750 95 4. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 152. * 1 0755 96 3. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 177. * 1 0800 97 2. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 203. * 1 0805 98 2. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 228. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 249. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 265. * 1 0820 101 1. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 276. * 1 0825 102 1. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 285. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 294. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 303. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 312. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 319. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 323. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 328. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 336. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 350. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 371. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 407. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 470. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 578. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 760. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 1048. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 1478. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 2044. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 2663. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 3192. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 3542. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 3689. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 3649. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 3448. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 3131. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 2760. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 2389. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 2054. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 1778. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 1576. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 1446. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 1380. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 1366. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 1389. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 1421. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 1432. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 1406. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 1335. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 1229. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 1098. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 955. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 812. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 682. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 573. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 485. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 414. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 357. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 309. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 269. * 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)

+ 3689. 3.92 917. 231. 223. 223.

(INCHES) 1.278 1.289 1.289 1.289

(AC-FT) 455. 458. 458. 458.

 

CUMULATIVE AREA = 6.67 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION CCSA08

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 76 230. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 198. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 168. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 142. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 2. * 1 0635 80 119. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 6. * 1 0640 81 99. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 16. * 1 0645 82 82. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 33. * 1 0650 83 67. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 54. * 1 0655 84 55. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 77. * 1 0700 85 44. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 98. * 1 0705 86 36. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 114. * 1 0710 87 28. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 122. * 1 0715 88 22. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 123. * 1 0720 89 17. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 119. * 1 0725 90 14. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 115. * 1 0730 91 11. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 111. * 1 0735 92 8. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 111. * 1 0740 93 7. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 117. * 1 0745 94 5. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 129. * 1 0750 95 4. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 148. * 1 0755 96 3. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 172. * 1 0800 97 2. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 198. * 1 0805 98 2. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 222. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 243. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 258. * 1 0820 101 1. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 269. * 1 0825 102 1. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 278. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 287. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 296. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 305. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 311. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 316. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 321. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 329. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 342. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 363. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 399. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 461. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 567. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 744. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 1025. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 1445. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 2001. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 2610. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 3131. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 3478. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 3624. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 3586. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 3394. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 3083. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 2718. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 2353. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 2024. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 1752. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 1552. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 1424. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 1358. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 1344. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 1366. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 1398. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 1409. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 1383. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 1314. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 1209. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 1080. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 940. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 799. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 672. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 565. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 479. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 410. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 353. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 306. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 266. * 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)

+ 3624. 3.92 901. 227. 219. 219.

(INCHES) 1.256 1.266 1.266 1.266

(AC-FT) 447. 450. 450. 450.

 

CUMULATIVE AREA = 6.67 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION CCSA08

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 76 228. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 196. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 167. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 141. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 2. * 1 0635 80 118. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 6. * 1 0640 81 98. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 16. * 1 0645 82 81. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 31. * 1 0650 83 67. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 52. * 1 0655 84 54. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 74. * 1 0700 85 44. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 95. * 1 0705 86 35. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 110. * 1 0710 87 28. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 118. * 1 0715 88 22. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 119. * 1 0720 89 17. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 116. * 1 0725 90 14. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 112. * 1 0730 91 11. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 109. * 1 0735 92 8. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 108. * 1 0740 93 6. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 114. * 1 0745 94 5. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 126. * 1 0750 95 4. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 144. * 1 0755 96 3. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 168. * 1 0800 97 2. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 194. * 1 0805 98 2. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 217. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 238. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 253. * 1 0820 101 1. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 264. * 1 0825 102 1. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 272. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 281. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 290. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 299. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 306. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 310. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 315. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 323. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 336. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 357. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 392. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 452. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 557. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 733. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 1011. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 1426. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 1970. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 2567. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 3084. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 3433. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 3579. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 3540. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 3349. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 3043. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 2684. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 2324. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 1998. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 1729. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 1530. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 1404. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 1340. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 1327. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 1348. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 1379. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 1389. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 1364. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 1298. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 1196. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 1069. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 929. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 791. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 665. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 559. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 474. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 406. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 349. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 303. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 263. * 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)

+ 3579. 3.92 889. 224. 216. 216.

(INCHES) 1.239 1.248 1.248 1.248

(AC-FT) 441. 444. 444. 444.

 

CUMULATIVE AREA = 6.67 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION CCSA08

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 76 226. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 194. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 166. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 140. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 1. * 1 0635 80 117. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 6. * 1 0640 81 98. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 15. * 1 0645 82 81. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 30. * 1 0650 83 66. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 50. * 1 0655 84 54. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 72. * 1 0700 85 44. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 92. * 1 0705 86 35. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 107. * 1 0710 87 28. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 115. * 1 0715 88 22. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 116. * 1 0720 89 17. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 113. * 1 0725 90 13. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 109. * 1 0730 91 11. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 106. * 1 0735 92 8. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 106. * 1 0740 93 6. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 111. * 1 0745 94 5. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 123. * 1 0750 95 4. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 141. * 1 0755 96 3. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 165. * 1 0800 97 2. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 190. * 1 0805 98 2. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 213. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 233. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 248. * 1 0820 101 1. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 259. * 1 0825 102 1. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 268. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 276. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 285. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 294. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 301. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 305. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 310. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 318. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 331. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 351. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 386. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 446. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 548. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 721. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 995. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 1404. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 1940. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 2528. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 3036. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 3380. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 3529. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 3497. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 3309. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 3009. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 2654. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 2298. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 1976. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 1710. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 1514. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 1389. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 1325. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 1311. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 1332. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 1362. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 1373. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 1349. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 1282. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 1181. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 1055. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 918. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 782. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 658. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 554. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 470. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 402. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 346. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 300. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 261. * 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)

+ 3529. 3.92 877. 221. 213. 213.

(INCHES) 1.222 1.232 1.232 1.232

(AC-FT) 435. 438. 438. 438.

 

CUMULATIVE AREA = 6.67 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

402 KK * Basin *

* *

**************

 

408 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

404 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

405 SV STORAGE .0 .0 47.0 66.0 86.0 107.0 128.0 163.0

 

406 SQ DISCHARGE 0. 1450. 1450. 1450. 1450. 1450. 1450. 1450.

 

407 SE ELEVATION 2057.00 2063.00 2064.00 2066.00 2068.00 2070.00 2072.00 2075.00

 

***

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HYDROGRAPH AT STATION Basin

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 2057.0 * 1 0820 101 1. 1.2 2058.4 * 1 1640 201 0. 1.2 2058.4

1 0005 2 0. .0 2057.0 * 1 0825 102 1. 1.2 2058.4 * 1 1645 202 0. 1.2 2058.4

1 0010 3 0. .0 2057.0 * 1 0830 103 0. 1.2 2058.4 * 1 1650 203 0. 1.2 2058.4

1 0015 4 0. .0 2057.0 * 1 0835 104 0. 1.2 2058.4 * 1 1655 204 0. 1.2 2058.4

1 0020 5 2. .0 2057.0 * 1 0840 105 0. 1.2 2058.4 * 1 1700 205 0. 1.2 2058.4

1 0025 6 7. .0 2057.0 * 1 0845 106 0. 1.2 2058.4 * 1 1705 206 0. 1.2 2058.4

1 0030 7 17. .0 2057.1 * 1 0850 107 0. 1.2 2058.4 * 1 1710 207 0. 1.2 2058.4

1 0035 8 34. .0 2057.1 * 1 0855 108 0. 1.2 2058.4 * 1 1715 208 0. 1.2 2058.4

1 0040 9 57. .0 2057.2 * 1 0900 109 0. 1.2 2058.4 * 1 1720 209 0. 1.2 2058.4

1 0045 10 81. .0 2057.3 * 1 0905 110 0. 1.2 2058.4 * 1 1725 210 0. 1.2 2058.4

1 0050 11 103. .0 2057.4 * 1 0910 111 0. 1.2 2058.4 * 1 1730 211 0. 1.2 2058.4

1 0055 12 118. .0 2057.5 * 1 0915 112 0. 1.2 2058.4 * 1 1735 212 0. 1.2 2058.4

1 0100 13 126. .0 2057.5 * 1 0920 113 0. 1.2 2058.4 * 1 1740 213 0. 1.2 2058.4

1 0105 14 127. .0 2057.5 * 1 0925 114 0. 1.2 2058.4 * 1 1745 214 0. 1.2 2058.4

1 0110 15 123. .0 2057.5 * 1 0930 115 0. 1.2 2058.4 * 1 1750 215 0. 1.2 2058.4

1 0115 16 119. .0 2057.5 * 1 0935 116 0. 1.2 2058.4 * 1 1755 216 0. 1.2 2058.4

1 0120 17 115. .0 2057.5 * 1 0940 117 0. 1.2 2058.4 * 1 1800 217 0. 1.2 2058.4

1 0125 18 115. .0 2057.5 * 1 0945 118 0. 1.2 2058.4 * 1 1805 218 0. 1.2 2058.4

1 0130 19 120. .0 2057.5 * 1 0950 119 0. 1.2 2058.4 * 1 1810 219 0. 1.2 2058.4

1 0135 20 133. .0 2057.5 * 1 0955 120 0. 1.2 2058.4 * 1 1815 220 0. 1.2 2058.4

1 0140 21 152. .0 2057.6 * 1 1000 121 0. 1.2 2058.4 * 1 1820 221 0. 1.2 2058.4

1 0145 22 177. .0 2057.7 * 1 1005 122 0. 1.2 2058.4 * 1 1825 222 0. 1.2 2058.4

1 0150 23 203. .0 2057.8 * 1 1010 123 0. 1.2 2058.4 * 1 1830 223 0. 1.2 2058.4

1 0155 24 228. .0 2057.9 * 1 1015 124 0. 1.2 2058.4 * 1 1835 224 0. 1.2 2058.4

1 0200 25 249. .0 2058.0 * 1 1020 125 0. 1.2 2058.4 * 1 1840 225 0. 1.2 2058.4

1 0205 26 265. .0 2058.1 * 1 1025 126 0. 1.2 2058.4 * 1 1845 226 0. 1.2 2058.4

1 0210 27 276. .0 2058.1 * 1 1030 127 0. 1.2 2058.4 * 1 1850 227 0. 1.2 2058.4

1 0215 28 285. .0 2058.2 * 1 1035 128 0. 1.2 2058.4 * 1 1855 228 0. 1.2 2058.4

1 0220 29 294. .0 2058.2 * 1 1040 129 0. 1.2 2058.4 * 1 1900 229 0. 1.2 2058.4

1 0225 30 303. .0 2058.3 * 1 1045 130 0. 1.2 2058.4 * 1 1905 230 0. 1.2 2058.4

1 0230 31 312. .0 2058.3 * 1 1050 131 0. 1.2 2058.4 * 1 1910 231 0. 1.2 2058.4

1 0235 32 319. .0 2058.3 * 1 1055 132 0. 1.2 2058.4 * 1 1915 232 0. 1.2 2058.4

1 0240 33 323. .0 2058.3 * 1 1100 133 0. 1.2 2058.4 * 1 1920 233 0. 1.2 2058.4

1 0245 34 328. .0 2058.4 * 1 1105 134 0. 1.2 2058.4 * 1 1925 234 0. 1.2 2058.4

1 0250 35 336. .0 2058.4 * 1 1110 135 0. 1.2 2058.4 * 1 1930 235 0. 1.2 2058.4

1 0255 36 350. .0 2058.4 * 1 1115 136 0. 1.2 2058.4 * 1 1935 236 0. 1.2 2058.4

1 0300 37 371. .0 2058.5 * 1 1120 137 0. 1.2 2058.4 * 1 1940 237 0. 1.2 2058.4

1 0305 38 407. .0 2058.7 * 1 1125 138 0. 1.2 2058.4 * 1 1945 238 0. 1.2 2058.4

1 0310 39 470. .0 2058.9 * 1 1130 139 0. 1.2 2058.4 * 1 1950 239 0. 1.2 2058.4

1 0315 40 578. .0 2059.4 * 1 1135 140 0. 1.2 2058.4 * 1 1955 240 0. 1.2 2058.4

1 0320 41 760. .0 2060.1 * 1 1140 141 0. 1.2 2058.4 * 1 2000 241 0. 1.2 2058.4

1 0325 42 1048. .0 2061.3 * 1 1145 142 0. 1.2 2058.4 * 1 2005 242 0. 1.2 2058.4

1 0330 43 1450. .1 2063.0 * 1 1150 143 0. 1.2 2058.4 * 1 2010 243 0. 1.2 2058.4

1 0335 44 1450. 2.2 2063.0 * 1 1155 144 0. 1.2 2058.4 * 1 2015 244 0. 1.2 2058.4

1 0340 45 1450. 8.5 2063.2 * 1 1200 145 0. 1.2 2058.4 * 1 2020 245 0. 1.2 2058.4

1 0345 46 1450. 18.6 2063.4 * 1 1205 146 0. 1.2 2058.4 * 1 2025 246 0. 1.2 2058.4

1 0350 47 1450. 31.8 2063.7 * 1 1210 147 0. 1.2 2058.4 * 1 2030 247 0. 1.2 2058.4

1 0355 48 1450. 46.8 2064.0 * 1 1215 148 0. 1.2 2058.4 * 1 2035 248 0. 1.2 2058.4

1 0400 49 1450. 62.0 2065.6 * 1 1220 149 0. 1.2 2058.4 * 1 2040 249 0. 1.2 2058.4

1 0405 50 1450. 76.5 2067.0 * 1 1225 150 0. 1.2 2058.4 * 1 2045 250 0. 1.2 2058.4

1 0410 51 1450. 89.2 2068.3 * 1 1230 151 0. 1.2 2058.4 * 1 2050 251 0. 1.2 2058.4

1 0415 52 1450. 99.5 2069.3 * 1 1235 152 0. 1.2 2058.4 * 1 2055 252 0. 1.2 2058.4

1 0420 53 1450. 107.2 2070.0 * 1 1240 153 0. 1.2 2058.4 * 1 2100 253 0. 1.2 2058.4

1 0425 54 1450. 112.5 2070.5 * 1 1245 154 0. 1.2 2058.4 * 1 2105 254 0. 1.2 2058.4

1 0430 55 1450. 115.7 2070.8 * 1 1250 155 0. 1.2 2058.4 * 1 2110 255 0. 1.2 2058.4

1 0435 56 1450. 117.3 2071.0 * 1 1255 156 0. 1.2 2058.4 * 1 2115 256 0. 1.2 2058.4

1 0440 57 1450. 117.7 2071.0 * 1 1300 157 0. 1.2 2058.4 * 1 2120 257 0. 1.2 2058.4

1 0445 58 1450. 117.5 2071.0 * 1 1305 158 0. 1.2 2058.4 * 1 2125 258 0. 1.2 2058.4

1 0450 59 1450. 116.9 2070.9 * 1 1310 159 0. 1.2 2058.4 * 1 2130 259 0. 1.2 2058.4

1 0455 60 1450. 116.4 2070.9 * 1 1315 160 0. 1.2 2058.4 * 1 2135 260 0. 1.2 2058.4

1 0500 61 1450. 116.1 2070.9 * 1 1320 161 0. 1.2 2058.4 * 1 2140 261 0. 1.2 2058.4

1 0505 62 1450. 116.0 2070.9 * 1 1325 162 0. 1.2 2058.4 * 1 2145 262 0. 1.2 2058.4

1 0510 63 1450. 115.8 2070.8 * 1 1330 163 0. 1.2 2058.4 * 1 2150 263 0. 1.2 2058.4

1 0515 64 1450. 115.2 2070.8 * 1 1335 164 0. 1.2 2058.4 * 1 2155 264 0. 1.2 2058.4

1 0520 65 1450. 114.0 2070.7 * 1 1340 165 0. 1.2 2058.4 * 1 2200 265 0. 1.2 2058.4

1 0525 66 1450. 112.1 2070.5 * 1 1345 166 0. 1.2 2058.4 * 1 2205 266 0. 1.2 2058.4

1 0530 67 1450. 109.2 2070.2 * 1 1350 167 0. 1.2 2058.4 * 1 2210 267 0. 1.2 2058.4

1 0535 68 1450. 105.3 2069.8 * 1 1355 168 0. 1.2 2058.4 * 1 2215 268 0. 1.2 2058.4

1 0540 69 1450. 100.4 2069.4 * 1 1400 169 0. 1.2 2058.4 * 1 2220 269 0. 1.2 2058.4

1 0545 70 1450. 94.8 2068.8 * 1 1405 170 0. 1.2 2058.4 * 1 2225 270 0. 1.2 2058.4

1 0550 71 1450. 88.4 2068.2 * 1 1410 171 0. 1.2 2058.4 * 1 2230 271 0. 1.2 2058.4

1 0555 72 1450. 81.5 2067.6 * 1 1415 172 0. 1.2 2058.4 * 1 2235 272 0. 1.2 2058.4

1 0600 73 1450. 74.2 2066.8 * 1 1420 173 0. 1.2 2058.4 * 1 2240 273 0. 1.2 2058.4

1 0605 74 1450. 66.5 2066.0 * 1 1425 174 0. 1.2 2058.4 * 1 2245 274 0. 1.2 2058.4

1 0610 75 1450. 58.5 2065.2 * 1 1430 175 0. 1.2 2058.4 * 1 2250 275 0. 1.2 2058.4

1 0615 76 1450. 50.2 2064.3 * 1 1435 176 0. 1.2 2058.4 * 1 2255 276 0. 1.2 2058.4

1 0620 77 1450. 41.7 2063.9 * 1 1440 177 0. 1.2 2058.4 * 1 2300 277 0. 1.2 2058.4

1 0625 78 1450. 33.0 2063.7 * 1 1445 178 0. 1.2 2058.4 * 1 2305 278 0. 1.2 2058.4

1 0630 79 1450. 24.1 2063.5 * 1 1450 179 0. 1.2 2058.4 * 1 2310 279 0. 1.2 2058.4

1 0635 80 1450. 15.1 2063.3 * 1 1455 180 0. 1.2 2058.4 * 1 2315 280 0. 1.2 2058.4

1 0640 81 1450. 5.8 2063.1 * 1 1500 181 0. 1.2 2058.4 * 1 2320 281 0. 1.2 2058.4

1 0645 82 83. 1.2 2058.8 * 1 1505 182 0. 1.2 2058.4 * 1 2325 282 0. 1.2 2058.4

1 0650 83 68. 1.2 2058.7 * 1 1510 183 0. 1.2 2058.4 * 1 2330 283 0. 1.2 2058.4

1 0655 84 55. 1.2 2058.6 * 1 1515 184 0. 1.2 2058.4 * 1 2335 284 0. 1.2 2058.4

1 0700 85 45. 1.2 2058.6 * 1 1520 185 0. 1.2 2058.4 * 1 2340 285 0. 1.2 2058.4

1 0705 86 36. 1.2 2058.6 * 1 1525 186 0. 1.2 2058.4 * 1 2345 286 0. 1.2 2058.4

1 0710 87 29. 1.2 2058.5 * 1 1530 187 0. 1.2 2058.4 * 1 2350 287 0. 1.2 2058.4

1 0715 88 22. 1.2 2058.5 * 1 1535 188 0. 1.2 2058.4 * 1 2355 288 0. 1.2 2058.4

1 0720 89 18. 1.2 2058.5 * 1 1540 189 0. 1.2 2058.4 * 2 0000 289 0. 1.2 2058.4

1 0725 90 14. 1.2 2058.5 * 1 1545 190 0. 1.2 2058.4 * 2 0005 290 0. 1.2 2058.4

1 0730 91 11. 1.2 2058.5 * 1 1550 191 0. 1.2 2058.4 * 2 0010 291 0. 1.2 2058.4

1 0735 92 8. 1.2 2058.4 * 1 1555 192 0. 1.2 2058.4 * 2 0015 292 0. 1.2 2058.4

1 0740 93 7. 1.2 2058.4 * 1 1600 193 0. 1.2 2058.4 * 2 0020 293 0. 1.2 2058.4

1 0745 94 5. 1.2 2058.4 * 1 1605 194 0. 1.2 2058.4 * 2 0025 294 0. 1.2 2058.4

1 0750 95 4. 1.2 2058.4 * 1 1610 195 0. 1.2 2058.4 * 2 0030 295 0. 1.2 2058.4

1 0755 96 3. 1.2 2058.4 * 1 1615 196 0. 1.2 2058.4 * 2 0035 296 0. 1.2 2058.4

1 0800 97 2. 1.2 2058.4 * 1 1620 197 0. 1.2 2058.4 * 2 0040 297 0. 1.2 2058.4

1 0805 98 2. 1.2 2058.4 * 1 1625 198 0. 1.2 2058.4 * 2 0045 298 0. 1.2 2058.4

1 0810 99 1. 1.2 2058.4 * 1 1630 199 0. 1.2 2058.4 * 2 0050 299 0. 1.2 2058.4

1 0815 100 1. 1.2 2058.4 * 1 1635 200 0. 1.2 2058.4 * 2 0055 300 0. 1.2 2058.4

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1450. 3.50 915. 231. 222. 222.

(INCHES) 1.275 1.285 1.285 1.285

(AC-FT) 454. 457. 457. 457.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

118. 4.67 42. 11. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2071.02 4.67 2063.49 2059.64 2059.55 2059.55

 

CUMULATIVE AREA = 6.67 SQ MI

 

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HYDROGRAPH AT STATION Basin

PLAN 1, RATIO = .87

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* *

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 2057.0 * 1 0820 101 1. 4.1 2061.9 * 1 1640 201 0. 4.1 2061.9

1 0005 2 0. .0 2057.0 * 1 0825 102 1. 4.1 2061.9 * 1 1645 202 0. 4.1 2061.9

1 0010 3 0. .0 2057.0 * 1 0830 103 0. 4.1 2061.9 * 1 1650 203 0. 4.1 2061.9

1 0015 4 0. .0 2057.0 * 1 0835 104 0. 4.1 2061.9 * 1 1655 204 0. 4.1 2061.9

1 0020 5 2. .0 2057.0 * 1 0840 105 0. 4.1 2061.9 * 1 1700 205 0. 4.1 2061.9

1 0025 6 6. .0 2057.0 * 1 0845 106 0. 4.1 2061.9 * 1 1705 206 0. 4.1 2061.9

1 0030 7 16. .0 2057.1 * 1 0850 107 0. 4.1 2061.9 * 1 1710 207 0. 4.1 2061.9

1 0035 8 33. .0 2057.1 * 1 0855 108 0. 4.1 2061.9 * 1 1715 208 0. 4.1 2061.9

1 0040 9 54. .0 2057.2 * 1 0900 109 0. 4.1 2061.9 * 1 1720 209 0. 4.1 2061.9

1 0045 10 77. .0 2057.3 * 1 0905 110 0. 4.1 2061.9 * 1 1725 210 0. 4.1 2061.9

1 0050 11 98. .0 2057.4 * 1 0910 111 0. 4.1 2061.9 * 1 1730 211 0. 4.1 2061.9

1 0055 12 114. .0 2057.5 * 1 0915 112 0. 4.1 2061.9 * 1 1735 212 0. 4.1 2061.9

1 0100 13 122. .0 2057.5 * 1 0920 113 0. 4.1 2061.9 * 1 1740 213 0. 4.1 2061.9

1 0105 14 123. .0 2057.5 * 1 0925 114 0. 4.1 2061.9 * 1 1745 214 0. 4.1 2061.9

1 0110 15 119. .0 2057.5 * 1 0930 115 0. 4.1 2061.9 * 1 1750 215 0. 4.1 2061.9

1 0115 16 115. .0 2057.5 * 1 0935 116 0. 4.1 2061.9 * 1 1755 216 0. 4.1 2061.9

1 0120 17 111. .0 2057.5 * 1 0940 117 0. 4.1 2061.9 * 1 1800 217 0. 4.1 2061.9

1 0125 18 111. .0 2057.5 * 1 0945 118 0. 4.1 2061.9 * 1 1805 218 0. 4.1 2061.9

1 0130 19 117. .0 2057.5 * 1 0950 119 0. 4.1 2061.9 * 1 1810 219 0. 4.1 2061.9

1 0135 20 129. .0 2057.5 * 1 0955 120 0. 4.1 2061.9 * 1 1815 220 0. 4.1 2061.9

1 0140 21 148. .0 2057.6 * 1 1000 121 0. 4.1 2061.9 * 1 1820 221 0. 4.1 2061.9

1 0145 22 172. .0 2057.7 * 1 1005 122 0. 4.1 2061.9 * 1 1825 222 0. 4.1 2061.9

1 0150 23 198. .0 2057.8 * 1 1010 123 0. 4.1 2061.9 * 1 1830 223 0. 4.1 2061.9

1 0155 24 222. .0 2057.9 * 1 1015 124 0. 4.1 2061.9 * 1 1835 224 0. 4.1 2061.9

1 0200 25 243. .0 2058.0 * 1 1020 125 0. 4.1 2061.9 * 1 1840 225 0. 4.1 2061.9

1 0205 26 258. .0 2058.1 * 1 1025 126 0. 4.1 2061.9 * 1 1845 226 0. 4.1 2061.9

1 0210 27 269. .0 2058.1 * 1 1030 127 0. 4.1 2061.9 * 1 1850 227 0. 4.1 2061.9

1 0215 28 278. .0 2058.1 * 1 1035 128 0. 4.1 2061.9 * 1 1855 228 0. 4.1 2061.9

1 0220 29 287. .0 2058.2 * 1 1040 129 0. 4.1 2061.9 * 1 1900 229 0. 4.1 2061.9

1 0225 30 296. .0 2058.2 * 1 1045 130 0. 4.1 2061.9 * 1 1905 230 0. 4.1 2061.9

1 0230 31 305. .0 2058.3 * 1 1050 131 0. 4.1 2061.9 * 1 1910 231 0. 4.1 2061.9

1 0235 32 311. .0 2058.3 * 1 1055 132 0. 4.1 2061.9 * 1 1915 232 0. 4.1 2061.9

1 0240 33 316. .0 2058.3 * 1 1100 133 0. 4.1 2061.9 * 1 1920 233 0. 4.1 2061.9

1 0245 34 321. .0 2058.3 * 1 1105 134 0. 4.1 2061.9 * 1 1925 234 0. 4.1 2061.9

1 0250 35 329. .0 2058.4 * 1 1110 135 0. 4.1 2061.9 * 1 1930 235 0. 4.1 2061.9

1 0255 36 342. .0 2058.4 * 1 1115 136 0. 4.1 2061.9 * 1 1935 236 0. 4.1 2061.9

1 0300 37 363. .0 2058.5 * 1 1120 137 0. 4.1 2061.9 * 1 1940 237 0. 4.1 2061.9

1 0305 38 399. .0 2058.7 * 1 1125 138 0. 4.1 2061.9 * 1 1945 238 0. 4.1 2061.9

1 0310 39 461. .0 2058.9 * 1 1130 139 0. 4.1 2061.9 * 1 1950 239 0. 4.1 2061.9

1 0315 40 567. .0 2059.3 * 1 1135 140 0. 4.1 2061.9 * 1 1955 240 0. 4.1 2061.9

1 0320 41 744. .0 2060.1 * 1 1140 141 0. 4.1 2061.9 * 1 2000 241 0. 4.1 2061.9

1 0325 42 1025. .0 2061.2 * 1 1145 142 0. 4.1 2061.9 * 1 2005 242 0. 4.1 2061.9

1 0330 43 1445. .0 2063.0 * 1 1150 143 0. 4.1 2061.9 * 1 2010 243 0. 4.1 2061.9

1 0335 44 1450. 1.9 2063.0 * 1 1155 144 0. 4.1 2061.9 * 1 2015 244 0. 4.1 2061.9

1 0340 45 1450. 7.8 2063.2 * 1 1200 145 0. 4.1 2061.9 * 1 2020 245 0. 4.1 2061.9

1 0345 46 1450. 17.6 2063.4 * 1 1205 146 0. 4.1 2061.9 * 1 2025 246 0. 4.1 2061.9

1 0350 47 1450. 30.3 2063.6 * 1 1210 147 0. 4.1 2061.9 * 1 2030 247 0. 4.1 2061.9

1 0355 48 1450. 44.8 2064.0 * 1 1215 148 0. 4.1 2061.9 * 1 2035 248 0. 4.1 2061.9

1 0400 49 1450. 59.7 2065.3 * 1 1220 149 0. 4.1 2061.9 * 1 2040 249 0. 4.1 2061.9

1 0405 50 1450. 73.7 2066.8 * 1 1225 150 0. 4.1 2061.9 * 1 2045 250 0. 4.1 2061.9

1 0410 51 1450. 86.0 2068.0 * 1 1230 151 0. 4.1 2061.9 * 1 2050 251 0. 4.1 2061.9

1 0415 52 1450. 96.0 2069.0 * 1 1235 152 0. 4.1 2061.9 * 1 2055 252 0. 4.1 2061.9

1 0420 53 1450. 103.5 2069.7 * 1 1240 153 0. 4.1 2061.9 * 1 2100 253 0. 4.1 2061.9

1 0425 54 1450. 108.6 2070.2 * 1 1245 154 0. 4.1 2061.9 * 1 2105 254 0. 4.1 2061.9

1 0430 55 1450. 111.6 2070.4 * 1 1250 155 0. 4.1 2061.9 * 1 2110 255 0. 4.1 2061.9

1 0435 56 1450. 113.0 2070.6 * 1 1255 156 0. 4.1 2061.9 * 1 2115 256 0. 4.1 2061.9

1 0440 57 1450. 113.3 2070.6 * 1 1300 157 0. 4.1 2061.9 * 1 2120 257 0. 4.1 2061.9

1 0445 58 1450. 112.8 2070.6 * 1 1305 158 0. 4.1 2061.9 * 1 2125 258 0. 4.1 2061.9

1 0450 59 1450. 112.2 2070.5 * 1 1310 159 0. 4.1 2061.9 * 1 2130 259 0. 4.1 2061.9

1 0455 60 1450. 111.5 2070.4 * 1 1315 160 0. 4.1 2061.9 * 1 2135 260 0. 4.1 2061.9

1 0500 61 1450. 111.0 2070.4 * 1 1320 161 0. 4.1 2061.9 * 1 2140 261 0. 4.1 2061.9

1 0505 62 1450. 110.7 2070.4 * 1 1325 162 0. 4.1 2061.9 * 1 2145 262 0. 4.1 2061.9

1 0510 63 1450. 110.4 2070.3 * 1 1330 163 0. 4.1 2061.9 * 1 2150 263 0. 4.1 2061.9

1 0515 64 1450. 109.7 2070.3 * 1 1335 164 0. 4.1 2061.9 * 1 2155 264 0. 4.1 2061.9

1 0520 65 1450. 108.4 2070.1 * 1 1340 165 0. 4.1 2061.9 * 1 2200 265 0. 4.1 2061.9

1 0525 66 1450. 106.3 2069.9 * 1 1345 166 0. 4.1 2061.9 * 1 2205 266 0. 4.1 2061.9

1 0530 67 1450. 103.2 2069.6 * 1 1350 167 0. 4.1 2061.9 * 1 2210 267 0. 4.1 2061.9

1 0535 68 1450. 99.2 2069.3 * 1 1355 168 0. 4.1 2061.9 * 1 2215 268 0. 4.1 2061.9

1 0540 69 1450. 94.3 2068.8 * 1 1400 169 0. 4.1 2061.9 * 1 2220 269 0. 4.1 2061.9

1 0545 70 1450. 88.6 2068.2 * 1 1405 170 0. 4.1 2061.9 * 1 2225 270 0. 4.1 2061.9

1 0550 71 1450. 82.2 2067.6 * 1 1410 171 0. 4.1 2061.9 * 1 2230 271 0. 4.1 2061.9

1 0555 72 1450. 75.3 2066.9 * 1 1415 172 0. 4.1 2061.9 * 1 2235 272 0. 4.1 2061.9

1 0600 73 1450. 67.9 2066.2 * 1 1420 173 0. 4.1 2061.9 * 1 2240 273 0. 4.1 2061.9

1 0605 74 1450. 60.2 2065.4 * 1 1425 174 0. 4.1 2061.9 * 1 2245 274 0. 4.1 2061.9

1 0610 75 1450. 52.2 2064.5 * 1 1430 175 0. 4.1 2061.9 * 1 2250 275 0. 4.1 2061.9

1 0615 76 1450. 43.9 2063.9 * 1 1435 176 0. 4.1 2061.9 * 1 2255 276 0. 4.1 2061.9

1 0620 77 1450. 35.4 2063.8 * 1 1440 177 0. 4.1 2061.9 * 1 2300 277 0. 4.1 2061.9

1 0625 78 1450. 26.6 2063.6 * 1 1445 178 0. 4.1 2061.9 * 1 2305 278 0. 4.1 2061.9

1 0630 79 1450. 17.7 2063.4 * 1 1450 179 0. 4.1 2061.9 * 1 2310 279 0. 4.1 2061.9

1 0635 80 1450. 8.6 2063.2 * 1 1455 180 0. 4.1 2061.9 * 1 2315 280 0. 4.1 2061.9

1 0640 81 99. 4.1 2062.3 * 1 1500 181 0. 4.1 2061.9 * 1 2320 281 0. 4.1 2061.9

1 0645 82 82. 4.1 2062.2 * 1 1505 182 0. 4.1 2061.9 * 1 2325 282 0. 4.1 2061.9

1 0650 83 67. 4.1 2062.2 * 1 1510 183 0. 4.1 2061.9 * 1 2330 283 0. 4.1 2061.9

1 0655 84 55. 4.1 2062.1 * 1 1515 184 0. 4.1 2061.9 * 1 2335 284 0. 4.1 2061.9

1 0700 85 44. 4.1 2062.1 * 1 1520 185 0. 4.1 2061.9 * 1 2340 285 0. 4.1 2061.9

1 0705 86 36. 4.1 2062.0 * 1 1525 186 0. 4.1 2061.9 * 1 2345 286 0. 4.1 2061.9

1 0710 87 28. 4.1 2062.0 * 1 1530 187 0. 4.1 2061.9 * 1 2350 287 0. 4.1 2061.9

1 0715 88 22. 4.1 2062.0 * 1 1535 188 0. 4.1 2061.9 * 1 2355 288 0. 4.1 2061.9

1 0720 89 17. 4.1 2062.0 * 1 1540 189 0. 4.1 2061.9 * 2 0000 289 0. 4.1 2061.9

1 0725 90 14. 4.1 2061.9 * 1 1545 190 0. 4.1 2061.9 * 2 0005 290 0. 4.1 2061.9

1 0730 91 11. 4.1 2061.9 * 1 1550 191 0. 4.1 2061.9 * 2 0010 291 0. 4.1 2061.9

1 0735 92 8. 4.1 2061.9 * 1 1555 192 0. 4.1 2061.9 * 2 0015 292 0. 4.1 2061.9

1 0740 93 7. 4.1 2061.9 * 1 1600 193 0. 4.1 2061.9 * 2 0020 293 0. 4.1 2061.9

1 0745 94 5. 4.1 2061.9 * 1 1605 194 0. 4.1 2061.9 * 2 0025 294 0. 4.1 2061.9

1 0750 95 4. 4.1 2061.9 * 1 1610 195 0. 4.1 2061.9 * 2 0030 295 0. 4.1 2061.9

1 0755 96 3. 4.1 2061.9 * 1 1615 196 0. 4.1 2061.9 * 2 0035 296 0. 4.1 2061.9

1 0800 97 2. 4.1 2061.9 * 1 1620 197 0. 4.1 2061.9 * 2 0040 297 0. 4.1 2061.9

1 0805 98 2. 4.1 2061.9 * 1 1625 198 0. 4.1 2061.9 * 2 0045 298 0. 4.1 2061.9

1 0810 99 1. 4.1 2061.9 * 1 1630 199 0. 4.1 2061.9 * 2 0050 299 0. 4.1 2061.9

1 0815 100 1. 4.1 2061.9 * 1 1635 200 0. 4.1 2061.9 * 2 0055 300 0. 4.1 2061.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1450. 3.58 893. 225. 217. 217.

(INCHES) 1.245 1.255 1.255 1.255

(AC-FT) 443. 446. 446. 446.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

113. 4.67 41. 13. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2070.60 4.67 2064.77 2062.21 2062.02 2062.02

 

CUMULATIVE AREA = 6.67 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION Basin

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 2057.0 * 1 0820 101 1. .0 2057.0 * 1 1640 201 0. .0 2057.0

1 0005 2 0. .0 2057.0 * 1 0825 102 1. .0 2057.0 * 1 1645 202 0. .0 2057.0

1 0010 3 0. .0 2057.0 * 1 0830 103 0. .0 2057.0 * 1 1650 203 0. .0 2057.0

1 0015 4 0. .0 2057.0 * 1 0835 104 0. .0 2057.0 * 1 1655 204 0. .0 2057.0

1 0020 5 2. .0 2057.0 * 1 0840 105 0. .0 2057.0 * 1 1700 205 0. .0 2057.0

1 0025 6 6. .0 2057.0 * 1 0845 106 0. .0 2057.0 * 1 1705 206 0. .0 2057.0

1 0030 7 16. .0 2057.1 * 1 0850 107 0. .0 2057.0 * 1 1710 207 0. .0 2057.0

1 0035 8 31. .0 2057.1 * 1 0855 108 0. .0 2057.0 * 1 1715 208 0. .0 2057.0

1 0040 9 52. .0 2057.2 * 1 0900 109 0. .0 2057.0 * 1 1720 209 0. .0 2057.0

1 0045 10 74. .0 2057.3 * 1 0905 110 0. .0 2057.0 * 1 1725 210 0. .0 2057.0

1 0050 11 95. .0 2057.4 * 1 0910 111 0. .0 2057.0 * 1 1730 211 0. .0 2057.0

1 0055 12 110. .0 2057.5 * 1 0915 112 0. .0 2057.0 * 1 1735 212 0. .0 2057.0

1 0100 13 118. .0 2057.5 * 1 0920 113 0. .0 2057.0 * 1 1740 213 0. .0 2057.0

1 0105 14 119. .0 2057.5 * 1 0925 114 0. .0 2057.0 * 1 1745 214 0. .0 2057.0

1 0110 15 116. .0 2057.5 * 1 0930 115 0. .0 2057.0 * 1 1750 215 0. .0 2057.0

1 0115 16 112. .0 2057.5 * 1 0935 116 0. .0 2057.0 * 1 1755 216 0. .0 2057.0

1 0120 17 109. .0 2057.4 * 1 0940 117 0. .0 2057.0 * 1 1800 217 0. .0 2057.0

1 0125 18 108. .0 2057.4 * 1 0945 118 0. .0 2057.0 * 1 1805 218 0. .0 2057.0

1 0130 19 114. .0 2057.5 * 1 0950 119 0. .0 2057.0 * 1 1810 219 0. .0 2057.0

1 0135 20 126. .0 2057.5 * 1 0955 120 0. .0 2057.0 * 1 1815 220 0. .0 2057.0

1 0140 21 144. .0 2057.6 * 1 1000 121 0. .0 2057.0 * 1 1820 221 0. .0 2057.0

1 0145 22 168. .0 2057.7 * 1 1005 122 0. .0 2057.0 * 1 1825 222 0. .0 2057.0

1 0150 23 194. .0 2057.8 * 1 1010 123 0. .0 2057.0 * 1 1830 223 0. .0 2057.0

1 0155 24 217. .0 2057.9 * 1 1015 124 0. .0 2057.0 * 1 1835 224 0. .0 2057.0

1 0200 25 238. .0 2058.0 * 1 1020 125 0. .0 2057.0 * 1 1840 225 0. .0 2057.0

1 0205 26 253. .0 2058.0 * 1 1025 126 0. .0 2057.0 * 1 1845 226 0. .0 2057.0

1 0210 27 264. .0 2058.1 * 1 1030 127 0. .0 2057.0 * 1 1850 227 0. .0 2057.0

1 0215 28 272. .0 2058.1 * 1 1035 128 0. .0 2057.0 * 1 1855 228 0. .0 2057.0

1 0220 29 281. .0 2058.2 * 1 1040 129 0. .0 2057.0 * 1 1900 229 0. .0 2057.0

1 0225 30 290. .0 2058.2 * 1 1045 130 0. .0 2057.0 * 1 1905 230 0. .0 2057.0

1 0230 31 299. .0 2058.2 * 1 1050 131 0. .0 2057.0 * 1 1910 231 0. .0 2057.0

1 0235 32 306. .0 2058.3 * 1 1055 132 0. .0 2057.0 * 1 1915 232 0. .0 2057.0

1 0240 33 310. .0 2058.3 * 1 1100 133 0. .0 2057.0 * 1 1920 233 0. .0 2057.0

1 0245 34 315. .0 2058.3 * 1 1105 134 0. .0 2057.0 * 1 1925 234 0. .0 2057.0

1 0250 35 323. .0 2058.3 * 1 1110 135 0. .0 2057.0 * 1 1930 235 0. .0 2057.0

1 0255 36 336. .0 2058.4 * 1 1115 136 0. .0 2057.0 * 1 1935 236 0. .0 2057.0

1 0300 37 357. .0 2058.5 * 1 1120 137 0. .0 2057.0 * 1 1940 237 0. .0 2057.0

1 0305 38 392. .0 2058.6 * 1 1125 138 0. .0 2057.0 * 1 1945 238 0. .0 2057.0

1 0310 39 452. .0 2058.9 * 1 1130 139 0. .0 2057.0 * 1 1950 239 0. .0 2057.0

1 0315 40 557. .0 2059.3 * 1 1135 140 0. .0 2057.0 * 1 1955 240 0. .0 2057.0

1 0320 41 733. .0 2060.0 * 1 1140 141 0. .0 2057.0 * 1 2000 241 0. .0 2057.0

1 0325 42 1011. .0 2061.2 * 1 1145 142 0. .0 2057.0 * 1 2005 242 0. .0 2057.0

1 0330 43 1426. .0 2062.9 * 1 1150 143 0. .0 2057.0 * 1 2010 243 0. .0 2057.0

1 0335 44 1450. 1.8 2063.0 * 1 1155 144 0. .0 2057.0 * 1 2015 244 0. .0 2057.0

1 0340 45 1450. 7.4 2063.2 * 1 1200 145 0. .0 2057.0 * 1 2020 245 0. .0 2057.0

1 0345 46 1450. 16.9 2063.4 * 1 1205 146 0. .0 2057.0 * 1 2025 246 0. .0 2057.0

1 0350 47 1450. 29.4 2063.6 * 1 1210 147 0. .0 2057.0 * 1 2030 247 0. .0 2057.0

1 0355 48 1450. 43.5 2063.9 * 1 1215 148 0. .0 2057.0 * 1 2035 248 0. .0 2057.0

1 0400 49 1450. 58.0 2065.2 * 1 1220 149 0. .0 2057.0 * 1 2040 249 0. .0 2057.0

1 0405 50 1450. 71.8 2066.6 * 1 1225 150 0. .0 2057.0 * 1 2045 250 0. .0 2057.0

1 0410 51 1450. 83.8 2067.8 * 1 1230 151 0. .0 2057.0 * 1 2050 251 0. .0 2057.0

1 0415 52 1450. 93.5 2068.7 * 1 1235 152 0. .0 2057.0 * 1 2055 252 0. .0 2057.0

1 0420 53 1450. 100.8 2069.4 * 1 1240 153 0. .0 2057.0 * 1 2100 253 0. .0 2057.0

1 0425 54 1450. 105.7 2069.9 * 1 1245 154 0. .0 2057.0 * 1 2105 254 0. .0 2057.0

1 0430 55 1450. 108.5 2070.1 * 1 1250 155 0. .0 2057.0 * 1 2110 255 0. .0 2057.0

1 0435 56 1450. 109.8 2070.3 * 1 1255 156 0. .0 2057.0 * 1 2115 256 0. .0 2057.0

1 0440 57 1450. 109.9 2070.3 * 1 1300 157 0. .0 2057.0 * 1 2120 257 0. .0 2057.0

1 0445 58 1450. 109.4 2070.2 * 1 1305 158 0. .0 2057.0 * 1 2125 258 0. .0 2057.0

1 0450 59 1450. 108.5 2070.1 * 1 1310 159 0. .0 2057.0 * 1 2130 259 0. .0 2057.0

1 0455 60 1450. 107.8 2070.1 * 1 1315 160 0. .0 2057.0 * 1 2135 260 0. .0 2057.0

1 0500 61 1450. 107.2 2070.0 * 1 1320 161 0. .0 2057.0 * 1 2140 261 0. .0 2057.0

1 0505 62 1450. 106.7 2070.0 * 1 1325 162 0. .0 2057.0 * 1 2145 262 0. .0 2057.0

1 0510 63 1450. 106.2 2069.9 * 1 1330 163 0. .0 2057.0 * 1 2150 263 0. .0 2057.0

1 0515 64 1450. 105.4 2069.8 * 1 1335 164 0. .0 2057.0 * 1 2155 264 0. .0 2057.0

1 0520 65 1450. 104.0 2069.7 * 1 1340 165 0. .0 2057.0 * 1 2200 265 0. .0 2057.0

1 0525 66 1450. 101.8 2069.5 * 1 1345 166 0. .0 2057.0 * 1 2205 266 0. .0 2057.0

1 0530 67 1450. 98.7 2069.2 * 1 1350 167 0. .0 2057.0 * 1 2210 267 0. .0 2057.0

1 0535 68 1450. 94.6 2068.8 * 1 1355 168 0. .0 2057.0 * 1 2215 268 0. .0 2057.0

1 0540 69 1450. 89.7 2068.3 * 1 1400 169 0. .0 2057.0 * 1 2220 269 0. .0 2057.0

1 0545 70 1450. 83.9 2067.8 * 1 1405 170 0. .0 2057.0 * 1 2225 270 0. .0 2057.0

1 0550 71 1450. 77.5 2067.1 * 1 1410 171 0. .0 2057.0 * 1 2230 271 0. .0 2057.0

1 0555 72 1450. 70.5 2066.5 * 1 1415 172 0. .0 2057.0 * 1 2235 272 0. .0 2057.0

1 0600 73 1450. 63.1 2065.7 * 1 1420 173 0. .0 2057.0 * 1 2240 273 0. .0 2057.0

1 0605 74 1450. 55.4 2064.9 * 1 1425 174 0. .0 2057.0 * 1 2245 274 0. .0 2057.0

1 0610 75 1450. 47.3 2064.0 * 1 1430 175 0. .0 2057.0 * 1 2250 275 0. .0 2057.0

1 0615 76 1450. 39.1 2063.8 * 1 1435 176 0. .0 2057.0 * 1 2255 276 0. .0 2057.0

1 0620 77 1450. 30.5 2063.6 * 1 1440 177 0. .0 2057.0 * 1 2300 277 0. .0 2057.0

1 0625 78 1450. 21.8 2063.5 * 1 1445 178 0. .0 2057.0 * 1 2305 278 0. .0 2057.0

1 0630 79 1450. 12.9 2063.3 * 1 1450 179 0. .0 2057.0 * 1 2310 279 0. .0 2057.0

1 0635 80 1450. 3.8 2063.1 * 1 1455 180 0. .0 2057.0 * 1 2315 280 0. .0 2057.0

1 0640 81 98. -.3 2057.0 * 1 1500 181 0. .0 2057.0 * 1 2320 281 0. .0 2057.0

1 0645 82 81. -.3 2057.0 * 1 1505 182 0. .0 2057.0 * 1 2325 282 0. .0 2057.0

1 0650 83 67. -.2 2057.0 * 1 1510 183 0. .0 2057.0 * 1 2330 283 0. .0 2057.0

1 0655 84 54. -.2 2057.0 * 1 1515 184 0. .0 2057.0 * 1 2335 284 0. .0 2057.0

1 0700 85 44. -.2 2057.0 * 1 1520 185 0. .0 2057.0 * 1 2340 285 0. .0 2057.0

1 0705 86 35. -.1 2057.0 * 1 1525 186 0. .0 2057.0 * 1 2345 286 0. .0 2057.0

1 0710 87 28. -.1 2057.0 * 1 1530 187 0. .0 2057.0 * 1 2350 287 0. .0 2057.0

1 0715 88 22. -.1 2057.0 * 1 1535 188 0. .0 2057.0 * 1 2355 288 0. .0 2057.0

1 0720 89 17. -.1 2057.0 * 1 1540 189 0. .0 2057.0 * 2 0000 289 0. .0 2057.0

1 0725 90 14. .0 2057.0 * 1 1545 190 0. .0 2057.0 * 2 0005 290 0. .0 2057.0

1 0730 91 11. .0 2057.0 * 1 1550 191 0. .0 2057.0 * 2 0010 291 0. .0 2057.0

1 0735 92 8. .0 2057.0 * 1 1555 192 0. .0 2057.0 * 2 0015 292 0. .0 2057.0

1 0740 93 6. .0 2057.0 * 1 1600 193 0. .0 2057.0 * 2 0020 293 0. .0 2057.0

1 0745 94 5. .0 2057.0 * 1 1605 194 0. .0 2057.0 * 2 0025 294 0. .0 2057.0

1 0750 95 4. .0 2057.0 * 1 1610 195 0. .0 2057.0 * 2 0030 295 0. .0 2057.0

1 0755 96 3. .0 2057.0 * 1 1615 196 0. .0 2057.0 * 2 0035 296 0. .0 2057.0

1 0800 97 2. .0 2057.0 * 1 1620 197 0. .0 2057.0 * 2 0040 297 0. .0 2057.0

1 0805 98 2. .0 2057.0 * 1 1625 198 0. .0 2057.0 * 2 0045 298 0. .0 2057.0

1 0810 99 1. .0 2057.0 * 1 1630 199 0. .0 2057.0 * 2 0050 299 0. .0 2057.0

1 0815 100 1. .0 2057.0 * 1 1635 200 0. .0 2057.0 * 2 0055 300 0. .0 2057.0

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1450. 3.58 890. 224. 216. 216.

(INCHES) 1.241 1.251 1.251 1.251

(AC-FT) 441. 445. 445. 445.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

110. 4.67 37. 9. 9. 9.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2070.28 4.67 2062.81 2058.45 2058.40 2058.40

 

CUMULATIVE AREA = 6.67 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION Basin

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 2057.0 * 1 0820 101 1. 3.9 2061.6 * 1 1640 201 0. 3.9 2061.6

1 0005 2 0. .0 2057.0 * 1 0825 102 1. 3.9 2061.6 * 1 1645 202 0. 3.9 2061.6

1 0010 3 0. .0 2057.0 * 1 0830 103 0. 3.9 2061.6 * 1 1650 203 0. 3.9 2061.6

1 0015 4 0. .0 2057.0 * 1 0835 104 0. 3.9 2061.6 * 1 1655 204 0. 3.9 2061.6

1 0020 5 1. .0 2057.0 * 1 0840 105 0. 3.9 2061.6 * 1 1700 205 0. 3.9 2061.6

1 0025 6 6. .0 2057.0 * 1 0845 106 0. 3.9 2061.6 * 1 1705 206 0. 3.9 2061.6

1 0030 7 15. .0 2057.1 * 1 0850 107 0. 3.9 2061.6 * 1 1710 207 0. 3.9 2061.6

1 0035 8 30. .0 2057.1 * 1 0855 108 0. 3.9 2061.6 * 1 1715 208 0. 3.9 2061.6

1 0040 9 50. .0 2057.2 * 1 0900 109 0. 3.9 2061.6 * 1 1720 209 0. 3.9 2061.6

1 0045 10 72. .0 2057.3 * 1 0905 110 0. 3.9 2061.6 * 1 1725 210 0. 3.9 2061.6

1 0050 11 92. .0 2057.4 * 1 0910 111 0. 3.9 2061.6 * 1 1730 211 0. 3.9 2061.6

1 0055 12 107. .0 2057.4 * 1 0915 112 0. 3.9 2061.6 * 1 1735 212 0. 3.9 2061.6

1 0100 13 115. .0 2057.5 * 1 0920 113 0. 3.9 2061.6 * 1 1740 213 0. 3.9 2061.6

1 0105 14 116. .0 2057.5 * 1 0925 114 0. 3.9 2061.6 * 1 1745 214 0. 3.9 2061.6

1 0110 15 113. .0 2057.5 * 1 0930 115 0. 3.9 2061.6 * 1 1750 215 0. 3.9 2061.6

1 0115 16 109. .0 2057.5 * 1 0935 116 0. 3.9 2061.6 * 1 1755 216 0. 3.9 2061.6

1 0120 17 106. .0 2057.4 * 1 0940 117 0. 3.9 2061.6 * 1 1800 217 0. 3.9 2061.6

1 0125 18 106. .0 2057.4 * 1 0945 118 0. 3.9 2061.6 * 1 1805 218 0. 3.9 2061.6

1 0130 19 111. .0 2057.5 * 1 0950 119 0. 3.9 2061.6 * 1 1810 219 0. 3.9 2061.6

1 0135 20 123. .0 2057.5 * 1 0955 120 0. 3.9 2061.6 * 1 1815 220 0. 3.9 2061.6

1 0140 21 141. .0 2057.6 * 1 1000 121 0. 3.9 2061.6 * 1 1820 221 0. 3.9 2061.6

1 0145 22 165. .0 2057.7 * 1 1005 122 0. 3.9 2061.6 * 1 1825 222 0. 3.9 2061.6

1 0150 23 190. .0 2057.8 * 1 1010 123 0. 3.9 2061.6 * 1 1830 223 0. 3.9 2061.6

1 0155 24 213. .0 2057.9 * 1 1015 124 0. 3.9 2061.6 * 1 1835 224 0. 3.9 2061.6

1 0200 25 233. .0 2058.0 * 1 1020 125 0. 3.9 2061.6 * 1 1840 225 0. 3.9 2061.6

1 0205 26 248. .0 2058.0 * 1 1025 126 0. 3.9 2061.6 * 1 1845 226 0. 3.9 2061.6

1 0210 27 259. .0 2058.1 * 1 1030 127 0. 3.9 2061.6 * 1 1850 227 0. 3.9 2061.6

1 0215 28 268. .0 2058.1 * 1 1035 128 0. 3.9 2061.6 * 1 1855 228 0. 3.9 2061.6

1 0220 29 276. .0 2058.1 * 1 1040 129 0. 3.9 2061.6 * 1 1900 229 0. 3.9 2061.6

1 0225 30 285. .0 2058.2 * 1 1045 130 0. 3.9 2061.6 * 1 1905 230 0. 3.9 2061.6

1 0230 31 294. .0 2058.2 * 1 1050 131 0. 3.9 2061.6 * 1 1910 231 0. 3.9 2061.6

1 0235 32 301. .0 2058.2 * 1 1055 132 0. 3.9 2061.6 * 1 1915 232 0. 3.9 2061.6

1 0240 33 305. .0 2058.3 * 1 1100 133 0. 3.9 2061.6 * 1 1920 233 0. 3.9 2061.6

1 0245 34 310. .0 2058.3 * 1 1105 134 0. 3.9 2061.6 * 1 1925 234 0. 3.9 2061.6

1 0250 35 318. .0 2058.3 * 1 1110 135 0. 3.9 2061.6 * 1 1930 235 0. 3.9 2061.6

1 0255 36 331. .0 2058.4 * 1 1115 136 0. 3.9 2061.6 * 1 1935 236 0. 3.9 2061.6

1 0300 37 351. .0 2058.5 * 1 1120 137 0. 3.9 2061.6 * 1 1940 237 0. 3.9 2061.6

1 0305 38 386. .0 2058.6 * 1 1125 138 0. 3.9 2061.6 * 1 1945 238 0. 3.9 2061.6

1 0310 39 446. .0 2058.8 * 1 1130 139 0. 3.9 2061.6 * 1 1950 239 0. 3.9 2061.6

1 0315 40 548. .0 2059.3 * 1 1135 140 0. 3.9 2061.6 * 1 1955 240 0. 3.9 2061.6

1 0320 41 721. .0 2060.0 * 1 1140 141 0. 3.9 2061.6 * 1 2000 241 0. 3.9 2061.6

1 0325 42 995. .0 2061.1 * 1 1145 142 0. 3.9 2061.6 * 1 2005 242 0. 3.9 2061.6

1 0330 43 1404. .0 2062.8 * 1 1150 143 0. 3.9 2061.6 * 1 2010 243 0. 3.9 2061.6

1 0335 44 1450. 1.7 2063.0 * 1 1155 144 0. 3.9 2061.6 * 1 2015 244 0. 3.9 2061.6

1 0340 45 1450. 7.1 2063.2 * 1 1200 145 0. 3.9 2061.6 * 1 2020 245 0. 3.9 2061.6

1 0345 46 1450. 16.3 2063.3 * 1 1205 146 0. 3.9 2061.6 * 1 2025 246 0. 3.9 2061.6

1 0350 47 1450. 28.4 2063.6 * 1 1210 147 0. 3.9 2061.6 * 1 2030 247 0. 3.9 2061.6

1 0355 48 1450. 42.2 2063.9 * 1 1215 148 0. 3.9 2061.6 * 1 2035 248 0. 3.9 2061.6

1 0400 49 1450. 56.4 2065.0 * 1 1220 149 0. 3.9 2061.6 * 1 2040 249 0. 3.9 2061.6

1 0405 50 1450. 69.8 2066.4 * 1 1225 150 0. 3.9 2061.6 * 1 2045 250 0. 3.9 2061.6

1 0410 51 1450. 81.6 2067.6 * 1 1230 151 0. 3.9 2061.6 * 1 2050 251 0. 3.9 2061.6

1 0415 52 1450. 91.1 2068.5 * 1 1235 152 0. 3.9 2061.6 * 1 2055 252 0. 3.9 2061.6

1 0420 53 1450. 98.2 2069.2 * 1 1240 153 0. 3.9 2061.6 * 1 2100 253 0. 3.9 2061.6

1 0425 54 1450. 102.9 2069.6 * 1 1245 154 0. 3.9 2061.6 * 1 2105 254 0. 3.9 2061.6

1 0430 55 1450. 105.6 2069.9 * 1 1250 155 0. 3.9 2061.6 * 1 2110 255 0. 3.9 2061.6

1 0435 56 1450. 106.7 2070.0 * 1 1255 156 0. 3.9 2061.6 * 1 2115 256 0. 3.9 2061.6

1 0440 57 1450. 106.8 2070.0 * 1 1300 157 0. 3.9 2061.6 * 1 2120 257 0. 3.9 2061.6

1 0445 58 1450. 106.1 2069.9 * 1 1305 158 0. 3.9 2061.6 * 1 2125 258 0. 3.9 2061.6

1 0450 59 1450. 105.2 2069.8 * 1 1310 159 0. 3.9 2061.6 * 1 2130 259 0. 3.9 2061.6

1 0455 60 1450. 104.3 2069.7 * 1 1315 160 0. 3.9 2061.6 * 1 2135 260 0. 3.9 2061.6

1 0500 61 1450. 103.6 2069.7 * 1 1320 161 0. 3.9 2061.6 * 1 2140 261 0. 3.9 2061.6

1 0505 62 1450. 103.1 2069.6 * 1 1325 162 0. 3.9 2061.6 * 1 2145 262 0. 3.9 2061.6

1 0510 63 1450. 102.4 2069.6 * 1 1330 163 0. 3.9 2061.6 * 1 2150 263 0. 3.9 2061.6

1 0515 64 1450. 101.5 2069.5 * 1 1335 164 0. 3.9 2061.6 * 1 2155 264 0. 3.9 2061.6

1 0520 65 1450. 100.0 2069.3 * 1 1340 165 0. 3.9 2061.6 * 1 2200 265 0. 3.9 2061.6

1 0525 66 1450. 97.7 2069.1 * 1 1345 166 0. 3.9 2061.6 * 1 2205 266 0. 3.9 2061.6

1 0530 67 1450. 94.5 2068.8 * 1 1350 167 0. 3.9 2061.6 * 1 2210 267 0. 3.9 2061.6

1 0535 68 1450. 90.4 2068.4 * 1 1355 168 0. 3.9 2061.6 * 1 2215 268 0. 3.9 2061.6

1 0540 69 1450. 85.4 2067.9 * 1 1400 169 0. 3.9 2061.6 * 1 2220 269 0. 3.9 2061.6

1 0545 70 1450. 79.6 2067.4 * 1 1405 170 0. 3.9 2061.6 * 1 2225 270 0. 3.9 2061.6

1 0550 71 1450. 73.1 2066.7 * 1 1410 171 0. 3.9 2061.6 * 1 2230 271 0. 3.9 2061.6

1 0555 72 1450. 66.1 2066.0 * 1 1415 172 0. 3.9 2061.6 * 1 2235 272 0. 3.9 2061.6

1 0600 73 1450. 58.7 2065.2 * 1 1420 173 0. 3.9 2061.6 * 1 2240 273 0. 3.9 2061.6

1 0605 74 1450. 50.9 2064.4 * 1 1425 174 0. 3.9 2061.6 * 1 2245 274 0. 3.9 2061.6

1 0610 75 1450. 42.9 2063.9 * 1 1430 175 0. 3.9 2061.6 * 1 2250 275 0. 3.9 2061.6

1 0615 76 1450. 34.6 2063.7 * 1 1435 176 0. 3.9 2061.6 * 1 2255 276 0. 3.9 2061.6

1 0620 77 1450. 26.1 2063.6 * 1 1440 177 0. 3.9 2061.6 * 1 2300 277 0. 3.9 2061.6

1 0625 78 1450. 17.3 2063.4 * 1 1445 178 0. 3.9 2061.6 * 1 2305 278 0. 3.9 2061.6

1 0630 79 1450. 8.4 2063.2 * 1 1450 179 0. 3.9 2061.6 * 1 2310 279 0. 3.9 2061.6

1 0635 80 117. 3.9 2062.1 * 1 1455 180 0. 3.9 2061.6 * 1 2315 280 0. 3.9 2061.6

1 0640 81 98. 3.9 2062.0 * 1 1500 181 0. 3.9 2061.6 * 1 2320 281 0. 3.9 2061.6

1 0645 82 81. 3.9 2062.0 * 1 1505 182 0. 3.9 2061.6 * 1 2325 282 0. 3.9 2061.6

1 0650 83 66. 3.9 2061.9 * 1 1510 183 0. 3.9 2061.6 * 1 2330 283 0. 3.9 2061.6

1 0655 84 54. 3.9 2061.9 * 1 1515 184 0. 3.9 2061.6 * 1 2335 284 0. 3.9 2061.6

1 0700 85 44. 3.9 2061.8 * 1 1520 185 0. 3.9 2061.6 * 1 2340 285 0. 3.9 2061.6

1 0705 86 35. 3.9 2061.8 * 1 1525 186 0. 3.9 2061.6 * 1 2345 286 0. 3.9 2061.6

1 0710 87 28. 3.9 2061.8 * 1 1530 187 0. 3.9 2061.6 * 1 2350 287 0. 3.9 2061.6

1 0715 88 22. 3.9 2061.7 * 1 1535 188 0. 3.9 2061.6 * 1 2355 288 0. 3.9 2061.6

1 0720 89 17. 3.9 2061.7 * 1 1540 189 0. 3.9 2061.6 * 2 0000 289 0. 3.9 2061.6

1 0725 90 13. 3.9 2061.7 * 1 1545 190 0. 3.9 2061.6 * 2 0005 290 0. 3.9 2061.6

1 0730 91 11. 3.9 2061.7 * 1 1550 191 0. 3.9 2061.6 * 2 0010 291 0. 3.9 2061.6

1 0735 92 8. 3.9 2061.7 * 1 1555 192 0. 3.9 2061.6 * 2 0015 292 0. 3.9 2061.6

1 0740 93 6. 3.9 2061.7 * 1 1600 193 0. 3.9 2061.6 * 2 0020 293 0. 3.9 2061.6

1 0745 94 5. 3.9 2061.7 * 1 1605 194 0. 3.9 2061.6 * 2 0025 294 0. 3.9 2061.6

1 0750 95 4. 3.9 2061.7 * 1 1610 195 0. 3.9 2061.6 * 2 0030 295 0. 3.9 2061.6

1 0755 96 3. 3.9 2061.7 * 1 1615 196 0. 3.9 2061.6 * 2 0035 296 0. 3.9 2061.6

1 0800 97 2. 3.9 2061.7 * 1 1620 197 0. 3.9 2061.6 * 2 0040 297 0. 3.9 2061.6

1 0805 98 2. 3.9 2061.6 * 1 1625 198 0. 3.9 2061.6 * 2 0045 298 0. 3.9 2061.6

1 0810 99 1. 3.9 2061.6 * 1 1630 199 0. 3.9 2061.6 * 2 0050 299 0. 3.9 2061.6

1 0815 100 1. 3.9 2061.6 * 1 1635 200 0. 3.9 2061.6 * 2 0055 300 0. 3.9 2061.6

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1450. 3.58 869. 219. 211. 211.

(INCHES) 1.212 1.221 1.221 1.221

(AC-FT) 431. 434. 434. 434.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

107. 4.67 38. 12. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2069.98 4.67 2064.37 2061.96 2061.78 2061.78

 

CUMULATIVE AREA = 6.67 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

696 KK * OAKEYIN *

* *

**************

 

699 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

700 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

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

701 KK * OAKEYDB *

* *

**************

 

714 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

715 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

 

716 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

 

718 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

 

721 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

 

720 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

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1197 KK * MEADOWIN *

* *

**************

 

1200 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1201 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

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1202 KK * MEADOWDB *

* *

**************

 

1218 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1219 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

 

1220 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

 

1222 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

 

1224 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

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1255 KK * RAINBWDB *

* *

**************

 

1270 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1271 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

 

1272 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

 

1274 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

 

1276 SQ DISCHARGE 0. 24. 33. 40. 47. 52. 57. 62. 66. 70.

73. 77. 80. 84. 87. 90. 93. 96. 98. 3000.

 

***

 

*** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 98. TO 3000.

THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS.

THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.)

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .88

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 71. 30.6 2373.6 * 1 1640 201 8. .9 2354.9

1 0005 2 0. .0 2353.9 * 1 0825 102 71. 30.1 2373.5 * 1 1645 202 7. .8 2354.9

1 0010 3 0. .0 2353.9 * 1 0830 103 70. 29.6 2373.3 * 1 1650 203 7. .8 2354.8

1 0015 4 0. .0 2353.9 * 1 0835 104 70. 29.2 2373.1 * 1 1655 204 7. .7 2354.8

1 0020 5 0. .0 2353.9 * 1 0840 105 70. 28.7 2372.9 * 1 1700 205 6. .7 2354.7

1 0025 6 0. .0 2353.9 * 1 0845 106 69. 28.2 2372.7 * 1 1705 206 6. .6 2354.7

1 0030 7 0. .0 2354.0 * 1 0850 107 69. 27.7 2372.5 * 1 1710 207 5. .6 2354.6

1 0035 8 1. .1 2354.0 * 1 0855 108 68. 27.3 2372.3 * 1 1715 208 5. .6 2354.6

1 0040 9 2. .2 2354.2 * 1 0900 109 68. 26.8 2372.0 * 1 1720 209 5. .5 2354.5

1 0045 10 3. .4 2354.3 * 1 0905 110 67. 26.3 2371.8 * 1 1725 210 5. .5 2354.5

1 0050 11 5. .5 2354.5 * 1 0910 111 67. 25.9 2371.6 * 1 1730 211 4. .5 2354.5

1 0055 12 6. .6 2354.6 * 1 0915 112 66. 25.4 2371.4 * 1 1735 212 4. .4 2354.4

1 0100 13 6. .7 2354.7 * 1 0920 113 66. 24.9 2371.2 * 1 1740 213 4. .4 2354.4

1 0105 14 7. .8 2354.8 * 1 0925 114 66. 24.5 2370.9 * 1 1745 214 4. .4 2354.4

1 0110 15 8. .8 2354.9 * 1 0930 115 65. 24.0 2370.7 * 1 1750 215 3. .4 2354.3

1 0115 16 8. .9 2355.0 * 1 0935 116 65. 23.6 2370.4 * 1 1755 216 3. .3 2354.3

1 0120 17 9. .9 2355.0 * 1 0940 117 64. 23.2 2370.2 * 1 1800 217 3. .3 2354.3

1 0125 18 9. 1.0 2355.1 * 1 0945 118 63. 22.7 2369.9 * 1 1805 218 3. .3 2354.3

1 0130 19 10. 1.1 2355.2 * 1 0950 119 63. 22.3 2369.7 * 1 1810 219 3. .3 2354.2

1 0135 20 11. 1.2 2355.3 * 1 0955 120 62. 21.8 2369.4 * 1 1815 220 2. .3 2354.2

1 0140 21 12. 1.3 2355.5 * 1 1000 121 62. 21.4 2369.2 * 1 1820 221 2. .2 2354.2

1 0145 22 14. 1.5 2355.7 * 1 1005 122 61. 21.0 2369.0 * 1 1825 222 2. .2 2354.2

1 0150 23 16. 1.7 2355.9 * 1 1010 123 61. 20.6 2368.7 * 1 1830 223 2. .2 2354.2

1 0155 24 17. 1.9 2356.2 * 1 1015 124 60. 20.2 2368.5 * 1 1835 224 2. .2 2354.1

1 0200 25 19. 2.1 2356.4 * 1 1020 125 60. 19.7 2368.2 * 1 1840 225 2. .2 2354.1

1 0205 26 21. 2.3 2356.6 * 1 1025 126 59. 19.3 2368.0 * 1 1845 226 2. .2 2354.1

1 0210 27 22. 2.4 2356.8 * 1 1030 127 59. 18.9 2367.8 * 1 1850 227 2. .2 2354.1

1 0215 28 24. 2.6 2357.0 * 1 1035 128 58. 18.5 2367.5 * 1 1855 228 1. .2 2354.1

1 0220 29 24. 2.8 2357.1 * 1 1040 129 58. 18.1 2367.3 * 1 1900 229 1. .1 2354.1

1 0225 30 25. 2.9 2357.2 * 1 1045 130 57. 17.7 2367.1 * 1 1905 230 1. .1 2354.1

1 0230 31 25. 3.1 2357.4 * 1 1050 131 57. 17.3 2366.8 * 1 1910 231 1. .1 2354.1

1 0235 32 26. 3.3 2357.5 * 1 1055 132 56. 16.9 2366.6 * 1 1915 232 1. .1 2354.0

1 0240 33 27. 3.4 2357.6 * 1 1100 133 55. 16.6 2366.4 * 1 1920 233 1. .1 2354.0

1 0245 34 27. 3.6 2357.7 * 1 1105 134 55. 16.2 2366.1 * 1 1925 234 1. .1 2354.0

1 0250 35 28. 3.7 2357.8 * 1 1110 135 54. 15.8 2365.9 * 1 1930 235 1. .1 2354.0

1 0255 36 28. 3.9 2358.0 * 1 1115 136 54. 15.4 2365.7 * 1 1935 236 1. .1 2354.0

1 0300 37 29. 4.1 2358.1 * 1 1120 137 53. 15.1 2365.5 * 1 1940 237 1. .1 2354.0

1 0305 38 30. 4.4 2358.4 * 1 1125 138 53. 14.7 2365.2 * 1 1945 238 1. .1 2354.0

1 0310 39 31. 4.8 2358.6 * 1 1130 139 52. 14.3 2365.0 * 1 1950 239 1. .1 2354.0

1 0315 40 33. 5.4 2359.1 * 1 1135 140 52. 14.0 2364.8 * 1 1955 240 1. .1 2354.0

1 0320 41 36. 6.3 2359.7 * 1 1140 141 51. 13.6 2364.6 * 1 2000 241 1. .1 2354.0

1 0325 42 39. 7.5 2360.5 * 1 1145 142 50. 13.3 2364.3 * 1 2005 242 1. .1 2354.0

1 0330 43 43. 9.4 2361.8 * 1 1150 143 50. 12.9 2364.1 * 1 2010 243 1. .1 2354.0

1 0335 44 48. 12.1 2363.6 * 1 1155 144 49. 12.6 2363.9 * 1 2015 244 1. .1 2354.0

1 0340 45 54. 15.9 2365.9 * 1 1200 145 49. 12.3 2363.7 * 1 2020 245 0. .1 2354.0

1 0345 46 60. 20.2 2368.5 * 1 1205 146 48. 11.9 2363.5 * 1 2025 246 0. .1 2354.0

1 0350 47 66. 24.5 2370.9 * 1 1210 147 47. 11.6 2363.3 * 1 2030 247 0. .0 2354.0

1 0355 48 69. 28.3 2372.8 * 1 1215 148 47. 11.3 2363.1 * 1 2035 248 0. .0 2354.0

1 0400 49 72. 31.6 2374.0 * 1 1220 149 46. 11.0 2362.9 * 1 2040 249 0. .0 2354.0

1 0405 50 73. 34.1 2374.9 * 1 1225 150 46. 10.6 2362.6 * 1 2045 250 0. .0 2353.9

1 0410 51 74. 36.1 2375.5 * 1 1230 151 45. 10.3 2362.4 * 1 2050 251 0. .0 2353.9

1 0415 52 75. 37.5 2376.0 * 1 1235 152 44. 10.0 2362.2 * 1 2055 252 0. .0 2353.9

1 0420 53 76. 38.5 2376.3 * 1 1240 153 44. 9.7 2362.0 * 1 2100 253 0. .0 2353.9

1 0425 54 76. 39.2 2376.5 * 1 1245 154 43. 9.4 2361.8 * 1 2105 254 0. .0 2353.9

1 0430 55 77. 39.7 2376.7 * 1 1250 155 42. 9.1 2361.6 * 1 2110 255 0. .0 2353.9

1 0435 56 77. 40.2 2376.9 * 1 1255 156 42. 8.8 2361.4 * 1 2115 256 0. .0 2353.9

1 0440 57 77. 40.7 2377.0 * 1 1300 157 41. 8.5 2361.3 * 1 2120 257 0. .0 2353.9

1 0445 58 77. 41.3 2377.2 * 1 1305 158 41. 8.3 2361.1 * 1 2125 258 0. .0 2353.9

1 0450 59 78. 42.0 2377.4 * 1 1310 159 40. 8.0 2360.9 * 1 2130 259 0. .0 2353.9

1 0455 60 78. 42.8 2377.7 * 1 1315 160 39. 7.7 2360.7 * 1 2135 260 0. .0 2353.9

1 0500 61 79. 43.7 2377.9 * 1 1320 161 39. 7.4 2360.5 * 1 2140 261 0. .0 2353.9

1 0505 62 79. 44.5 2378.2 * 1 1325 162 38. 7.2 2360.3 * 1 2145 262 0. .0 2353.9

1 0510 63 79. 45.1 2378.4 * 1 1330 163 37. 6.9 2360.1 * 1 2150 263 0. .0 2353.9

1 0515 64 80. 45.6 2378.5 * 1 1335 164 37. 6.7 2360.0 * 1 2155 264 0. .0 2353.9

1 0520 65 80. 45.9 2378.6 * 1 1340 165 36. 6.4 2359.8 * 1 2200 265 0. .0 2353.9

1 0525 66 80. 46.0 2378.6 * 1 1345 166 35. 6.2 2359.6 * 1 2205 266 0. .0 2353.9

1 0530 67 80. 46.0 2378.6 * 1 1350 167 35. 5.9 2359.4 * 1 2210 267 0. .0 2353.9

1 0535 68 80. 45.9 2378.6 * 1 1355 168 34. 5.7 2359.3 * 1 2215 268 0. .0 2353.9

1 0540 69 80. 45.7 2378.5 * 1 1400 169 34. 5.5 2359.1 * 1 2220 269 0. .0 2353.9

1 0545 70 80. 45.4 2378.5 * 1 1405 170 33. 5.2 2358.9 * 1 2225 270 0. .0 2353.9

1 0550 71 79. 45.1 2378.4 * 1 1410 171 32. 5.0 2358.8 * 1 2230 271 0. .0 2353.9

1 0555 72 79. 44.8 2378.3 * 1 1415 172 31. 4.8 2358.6 * 1 2235 272 0. .0 2353.9

1 0600 73 79. 44.4 2378.2 * 1 1420 173 31. 4.6 2358.5 * 1 2240 273 0. .0 2353.9

1 0605 74 79. 44.0 2378.0 * 1 1425 174 30. 4.4 2358.3 * 1 2245 274 0. .0 2353.9

1 0610 75 79. 43.6 2377.9 * 1 1430 175 29. 4.2 2358.2 * 1 2250 275 0. .0 2353.9

1 0615 76 78. 43.2 2377.8 * 1 1435 176 29. 4.0 2358.0 * 1 2255 276 0. .0 2353.9

1 0620 77 78. 42.7 2377.7 * 1 1440 177 28. 3.8 2357.9 * 1 2300 277 0. .0 2353.9

1 0625 78 78. 42.3 2377.5 * 1 1445 178 27. 3.6 2357.7 * 1 2305 278 0. .0 2353.9

1 0630 79 78. 41.8 2377.4 * 1 1450 179 27. 3.4 2357.6 * 1 2310 279 0. .0 2353.9

1 0635 80 77. 41.3 2377.2 * 1 1455 180 26. 3.2 2357.5 * 1 2315 280 0. .0 2353.9

1 0640 81 77. 40.8 2377.1 * 1 1500 181 25. 3.0 2357.3 * 1 2320 281 0. .0 2353.9

1 0645 82 77. 40.3 2376.9 * 1 1505 182 25. 2.9 2357.2 * 1 2325 282 0. .0 2353.9

1 0650 83 77. 39.7 2376.7 * 1 1510 183 24. 2.7 2357.1 * 1 2330 283 0. .0 2353.9

1 0655 84 76. 39.2 2376.6 * 1 1515 184 23. 2.5 2356.9 * 1 2335 284 0. .0 2353.9

1 0700 85 76. 38.7 2376.4 * 1 1520 185 22. 2.4 2356.7 * 1 2340 285 0. .0 2353.9

1 0705 86 76. 38.2 2376.2 * 1 1525 186 20. 2.2 2356.6 * 1 2345 286 0. .0 2353.9

1 0710 87 75. 37.7 2376.0 * 1 1530 187 19. 2.1 2356.4 * 1 2350 287 0. .0 2353.9

1 0715 88 75. 37.2 2375.9 * 1 1535 188 18. 2.0 2356.3 * 1 2355 288 0. .0 2353.9

1 0720 89 75. 36.6 2375.7 * 1 1540 189 17. 1.9 2356.1 * 2 0000 289 0. .0 2353.9

1 0725 90 74. 36.1 2375.5 * 1 1545 190 16. 1.7 2356.0 * 2 0005 290 0. .0 2353.9

1 0730 91 74. 35.6 2375.4 * 1 1550 191 15. 1.6 2355.8 * 2 0010 291 0. .0 2353.9

1 0735 92 74. 35.1 2375.2 * 1 1555 192 14. 1.5 2355.7 * 2 0015 292 0. .0 2353.9

1 0740 93 74. 34.6 2375.0 * 1 1600 193 13. 1.4 2355.6 * 2 0020 293 0. .0 2353.9

1 0745 94 73. 34.1 2374.9 * 1 1605 194 12. 1.4 2355.5 * 2 0025 294 0. .0 2353.9

1 0750 95 73. 33.6 2374.7 * 1 1610 195 12. 1.3 2355.4 * 2 0030 295 0. .0 2353.9

1 0755 96 73. 33.1 2374.5 * 1 1615 196 11. 1.2 2355.3 * 2 0035 296 0. .0 2353.9

1 0800 97 72. 32.6 2374.3 * 1 1620 197 10. 1.1 2355.2 * 2 0040 297 0. .0 2353.9

1 0805 98 72. 32.1 2374.2 * 1 1625 198 10. 1.1 2355.2 * 2 0045 298 0. .0 2353.9

1 0810 99 72. 31.6 2374.0 * 1 1630 199 9. 1.0 2355.1 * 2 0050 299 0. .0 2353.9

1 0815 100 71. 31.1 2373.8 * 1 1635 200 8. .9 2355.0 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 80. 5.42 74. 33. 32. 32.

(INCHES) .976 1.731 1.731 1.731

(AC-FT) 37. 65. 65. 65.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

46. 5.42 36. 12. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2378.65 5.42 2375.35 2361.90 2361.61 2361.61

 

CUMULATIVE AREA = .70 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .87

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 70. 29.7 2373.3 * 1 1640 201 7. .8 2354.8

1 0005 2 0. .0 2353.9 * 1 0825 102 70. 29.3 2373.2 * 1 1645 202 7. .7 2354.8

1 0010 3 0. .0 2353.9 * 1 0830 103 70. 28.8 2373.0 * 1 1650 203 6. .7 2354.7

1 0015 4 0. .0 2353.9 * 1 0835 104 69. 28.3 2372.8 * 1 1655 204 6. .6 2354.7

1 0020 5 0. .0 2353.9 * 1 0840 105 69. 27.8 2372.5 * 1 1700 205 6. .6 2354.6

1 0025 6 0. .0 2353.9 * 1 0845 106 68. 27.3 2372.3 * 1 1705 206 5. .6 2354.6

1 0030 7 0. .0 2354.0 * 1 0850 107 68. 26.9 2372.1 * 1 1710 207 5. .5 2354.5

1 0035 8 1. .1 2354.0 * 1 0855 108 67. 26.4 2371.9 * 1 1715 208 5. .5 2354.5

1 0040 9 2. .2 2354.2 * 1 0900 109 67. 25.9 2371.6 * 1 1720 209 4. .5 2354.5

1 0045 10 3. .3 2354.3 * 1 0905 110 67. 25.5 2371.4 * 1 1725 210 4. .4 2354.4

1 0050 11 4. .5 2354.5 * 1 0910 111 66. 25.0 2371.2 * 1 1730 211 4. .4 2354.4

1 0055 12 5. .6 2354.6 * 1 0915 112 66. 24.6 2371.0 * 1 1735 212 4. .4 2354.4

1 0100 13 6. .7 2354.7 * 1 0920 113 65. 24.1 2370.7 * 1 1740 213 3. .4 2354.3

1 0105 14 7. .7 2354.8 * 1 0925 114 65. 23.7 2370.5 * 1 1745 214 3. .3 2354.3

1 0110 15 7. .8 2354.9 * 1 0930 115 64. 23.2 2370.2 * 1 1750 215 3. .3 2354.3

1 0115 16 8. .9 2354.9 * 1 0935 116 64. 22.8 2370.0 * 1 1755 216 3. .3 2354.3

1 0120 17 8. .9 2355.0 * 1 0940 117 63. 22.4 2369.7 * 1 1800 217 3. .3 2354.2

1 0125 18 9. 1.0 2355.0 * 1 0945 118 63. 21.9 2369.5 * 1 1805 218 2. .3 2354.2

1 0130 19 9. 1.0 2355.1 * 1 0950 119 62. 21.5 2369.3 * 1 1810 219 2. .3 2354.2

1 0135 20 10. 1.1 2355.3 * 1 0955 120 62. 21.1 2369.0 * 1 1815 220 2. .2 2354.2

1 0140 21 12. 1.3 2355.4 * 1 1000 121 61. 20.6 2368.8 * 1 1820 221 2. .2 2354.2

1 0145 22 13. 1.5 2355.6 * 1 1005 122 60. 20.2 2368.5 * 1 1825 222 2. .2 2354.1

1 0150 23 15. 1.6 2355.9 * 1 1010 123 60. 19.8 2368.3 * 1 1830 223 2. .2 2354.1

1 0155 24 17. 1.8 2356.1 * 1 1015 124 59. 19.4 2368.1 * 1 1835 224 2. .2 2354.1

1 0200 25 19. 2.0 2356.3 * 1 1020 125 59. 19.0 2367.8 * 1 1840 225 2. .2 2354.1

1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.6 2367.6 * 1 1845 226 1. .2 2354.1

1 0210 27 22. 2.4 2356.7 * 1 1030 127 58. 18.2 2367.3 * 1 1850 227 1. .2 2354.1

1 0215 28 23. 2.5 2356.9 * 1 1035 128 57. 17.8 2367.1 * 1 1855 228 1. .1 2354.1

1 0220 29 24. 2.7 2357.1 * 1 1040 129 57. 17.4 2366.9 * 1 1900 229 1. .1 2354.1

1 0225 30 25. 2.8 2357.2 * 1 1045 130 56. 17.0 2366.6 * 1 1905 230 1. .1 2354.0

1 0230 31 25. 3.0 2357.3 * 1 1050 131 56. 16.6 2366.4 * 1 1910 231 1. .1 2354.0

1 0235 32 26. 3.2 2357.4 * 1 1055 132 55. 16.3 2366.2 * 1 1915 232 1. .1 2354.0

1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.9 2366.0 * 1 1920 233 1. .1 2354.0

1 0245 34 27. 3.5 2357.6 * 1 1105 134 54. 15.5 2365.7 * 1 1925 234 1. .1 2354.0

1 0250 35 27. 3.6 2357.8 * 1 1110 135 53. 15.1 2365.5 * 1 1930 235 1. .1 2354.0

1 0255 36 28. 3.8 2357.9 * 1 1115 136 53. 14.8 2365.3 * 1 1935 236 1. .1 2354.0

1 0300 37 29. 4.0 2358.1 * 1 1120 137 52. 14.4 2365.1 * 1 1940 237 1. .1 2354.0

1 0305 38 30. 4.3 2358.3 * 1 1125 138 52. 14.0 2364.8 * 1 1945 238 1. .1 2354.0

1 0310 39 31. 4.7 2358.6 * 1 1130 139 51. 13.7 2364.6 * 1 1950 239 1. .1 2354.0

1 0315 40 33. 5.3 2359.0 * 1 1135 140 50. 13.3 2364.4 * 1 1955 240 1. .1 2354.0

1 0320 41 35. 6.1 2359.6 * 1 1140 141 50. 13.0 2364.2 * 1 2000 241 1. .1 2354.0

1 0325 42 38. 7.3 2360.4 * 1 1145 142 49. 12.7 2363.9 * 1 2005 242 1. .1 2354.0

1 0330 43 43. 9.2 2361.7 * 1 1150 143 49. 12.3 2363.7 * 1 2010 243 1. .1 2354.0

1 0335 44 48. 11.8 2363.4 * 1 1155 144 48. 12.0 2363.5 * 1 2015 244 0. .1 2354.0

1 0340 45 54. 15.5 2365.7 * 1 1200 145 47. 11.7 2363.3 * 1 2020 245 0. .0 2354.0

1 0345 46 60. 19.7 2368.2 * 1 1205 146 47. 11.3 2363.1 * 1 2025 246 0. .0 2354.0

1 0350 47 65. 24.0 2370.6 * 1 1210 147 46. 11.0 2362.9 * 1 2030 247 0. .0 2354.0

1 0355 48 69. 27.7 2372.5 * 1 1215 148 46. 10.7 2362.7 * 1 2035 248 0. .0 2353.9

1 0400 49 71. 30.9 2373.7 * 1 1220 149 45. 10.4 2362.5 * 1 2040 249 0. .0 2353.9

1 0405 50 73. 33.4 2374.6 * 1 1225 150 44. 10.1 2362.3 * 1 2045 250 0. .0 2353.9

1 0410 51 74. 35.3 2375.3 * 1 1230 151 44. 9.8 2362.1 * 1 2050 251 0. .0 2353.9

1 0415 52 75. 36.7 2375.7 * 1 1235 152 43. 9.5 2361.9 * 1 2055 252 0. .0 2353.9

1 0420 53 75. 37.7 2376.0 * 1 1240 153 43. 9.2 2361.7 * 1 2100 253 0. .0 2353.9

1 0425 54 76. 38.4 2376.3 * 1 1245 154 42. 8.9 2361.5 * 1 2105 254 0. .0 2353.9

1 0430 55 76. 38.9 2376.4 * 1 1250 155 41. 8.6 2361.3 * 1 2110 255 0. .0 2353.9

1 0435 56 76. 39.3 2376.6 * 1 1255 156 41. 8.3 2361.1 * 1 2115 256 0. .0 2353.9

1 0440 57 77. 39.8 2376.7 * 1 1300 157 40. 8.0 2360.9 * 1 2120 257 0. .0 2353.9

1 0445 58 77. 40.4 2376.9 * 1 1305 158 39. 7.8 2360.7 * 1 2125 258 0. .0 2353.9

1 0450 59 77. 41.1 2377.2 * 1 1310 159 39. 7.5 2360.5 * 1 2130 259 0. .0 2353.9

1 0455 60 78. 41.9 2377.4 * 1 1315 160 38. 7.2 2360.3 * 1 2135 260 0. .0 2353.9

1 0500 61 78. 42.7 2377.7 * 1 1320 161 37. 7.0 2360.2 * 1 2140 261 0. .0 2353.9

1 0505 62 79. 43.5 2377.9 * 1 1325 162 37. 6.7 2360.0 * 1 2145 262 0. .0 2353.9

1 0510 63 79. 44.2 2378.1 * 1 1330 163 36. 6.5 2359.8 * 1 2150 263 0. .0 2353.9

1 0515 64 79. 44.7 2378.2 * 1 1335 164 36. 6.2 2359.6 * 1 2155 264 0. .0 2353.9

1 0520 65 79. 45.0 2378.3 * 1 1340 165 35. 6.0 2359.5 * 1 2200 265 0. .0 2353.9

1 0525 66 79. 45.1 2378.4 * 1 1345 166 34. 5.7 2359.3 * 1 2205 266 0. .0 2353.9

1 0530 67 79. 45.0 2378.3 * 1 1350 167 34. 5.5 2359.1 * 1 2210 267 0. .0 2353.9

1 0535 68 79. 44.9 2378.3 * 1 1355 168 33. 5.3 2359.0 * 1 2215 268 0. .0 2353.9

1 0540 69 79. 44.7 2378.2 * 1 1400 169 32. 5.1 2358.8 * 1 2220 269 0. .0 2353.9

1 0545 70 79. 44.4 2378.2 * 1 1405 170 32. 4.8 2358.6 * 1 2225 270 0. .0 2353.9

1 0550 71 79. 44.1 2378.1 * 1 1410 171 31. 4.6 2358.5 * 1 2230 271 0. .0 2353.9

1 0555 72 79. 43.8 2378.0 * 1 1415 172 30. 4.4 2358.3 * 1 2235 272 0. .0 2353.9

1 0600 73 78. 43.4 2377.9 * 1 1420 173 29. 4.2 2358.2 * 1 2240 273 0. .0 2353.9

1 0605 74 78. 43.0 2377.7 * 1 1425 174 29. 4.0 2358.0 * 1 2245 274 0. .0 2353.9

1 0610 75 78. 42.6 2377.6 * 1 1430 175 28. 3.8 2357.9 * 1 2250 275 0. .0 2353.9

1 0615 76 78. 42.2 2377.5 * 1 1435 176 27. 3.6 2357.8 * 1 2255 276 0. .0 2353.9

1 0620 77 78. 41.8 2377.4 * 1 1440 177 27. 3.4 2357.6 * 1 2300 277 0. .0 2353.9

1 0625 78 77. 41.3 2377.2 * 1 1445 178 26. 3.3 2357.5 * 1 2305 278 0. .0 2353.9

1 0630 79 77. 40.8 2377.1 * 1 1450 179 25. 3.1 2357.3 * 1 2310 279 0. .0 2353.9

1 0635 80 77. 40.3 2376.9 * 1 1455 180 25. 2.9 2357.2 * 1 2315 280 0. .0 2353.9

1 0640 81 77. 39.8 2376.7 * 1 1500 181 24. 2.7 2357.1 * 1 2320 281 0. .0 2353.9

1 0645 82 76. 39.3 2376.6 * 1 1505 182 23. 2.6 2357.0 * 1 2325 282 0. .0 2353.9

1 0650 83 76. 38.8 2376.4 * 1 1510 183 22. 2.4 2356.8 * 1 2330 283 0. .0 2353.9

1 0655 84 76. 38.3 2376.2 * 1 1515 184 21. 2.3 2356.6 * 1 2335 284 0. .0 2353.9

1 0700 85 75. 37.8 2376.1 * 1 1520 185 19. 2.1 2356.4 * 1 2340 285 0. .0 2353.9

1 0705 86 75. 37.2 2375.9 * 1 1525 186 18. 2.0 2356.3 * 1 2345 286 0. .0 2353.9

1 0710 87 75. 36.7 2375.7 * 1 1530 187 17. 1.9 2356.1 * 1 2350 287 0. .0 2353.9

1 0715 88 74. 36.2 2375.6 * 1 1535 188 16. 1.8 2356.0 * 1 2355 288 0. .0 2353.9

1 0720 89 74. 35.7 2375.4 * 1 1540 189 15. 1.7 2355.9 * 2 0000 289 0. .0 2353.9

1 0725 90 74. 35.2 2375.2 * 1 1545 190 14. 1.6 2355.8 * 2 0005 290 0. .0 2353.9

1 0730 91 74. 34.7 2375.1 * 1 1550 191 13. 1.5 2355.6 * 2 0010 291 0. .0 2353.9

1 0735 92 73. 34.2 2374.9 * 1 1555 192 13. 1.4 2355.5 * 2 0015 292 0. .0 2353.9

1 0740 93 73. 33.7 2374.7 * 1 1600 193 12. 1.3 2355.4 * 2 0020 293 0. .0 2353.9

1 0745 94 73. 33.2 2374.5 * 1 1605 194 11. 1.2 2355.3 * 2 0025 294 0. .0 2353.9

1 0750 95 72. 32.7 2374.4 * 1 1610 195 10. 1.1 2355.3 * 2 0030 295 0. .0 2353.9

1 0755 96 72. 32.2 2374.2 * 1 1615 196 10. 1.1 2355.2 * 2 0035 296 0. .0 2353.9

1 0800 97 72. 31.7 2374.0 * 1 1620 197 9. 1.0 2355.1 * 2 0040 297 0. .0 2353.9

1 0805 98 71. 31.2 2373.8 * 1 1625 198 9. .9 2355.0 * 2 0045 298 0. .0 2353.9

1 0810 99 71. 30.7 2373.7 * 1 1630 199 8. .9 2355.0 * 2 0050 299 0. .0 2353.9

1 0815 100 71. 30.2 2373.5 * 1 1635 200 8. .8 2354.9 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 79. 5.42 73. 32. 31. 31.

(INCHES) .969 1.699 1.699 1.699

(AC-FT) 36. 64. 64. 64.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

45. 5.42 35. 12. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2378.35 5.42 2375.03 2361.71 2361.43 2361.43

 

CUMULATIVE AREA = .70 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .86

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 70. 29.0 2373.1 * 1 1640 201 6. .7 2354.7

1 0005 2 0. .0 2353.9 * 1 0825 102 69. 28.6 2372.9 * 1 1645 202 6. .7 2354.7

1 0010 3 0. .0 2353.9 * 1 0830 103 69. 28.1 2372.6 * 1 1650 203 6. .6 2354.6

1 0015 4 0. .0 2353.9 * 1 0835 104 69. 27.6 2372.4 * 1 1655 204 5. .6 2354.6

1 0020 5 0. .0 2353.9 * 1 0840 105 68. 27.1 2372.2 * 1 1700 205 5. .6 2354.6

1 0025 6 0. .0 2353.9 * 1 0845 106 68. 26.7 2372.0 * 1 1705 206 5. .5 2354.5

1 0030 7 0. .0 2354.0 * 1 0850 107 67. 26.2 2371.7 * 1 1710 207 4. .5 2354.5

1 0035 8 1. .1 2354.0 * 1 0855 108 67. 25.7 2371.5 * 1 1715 208 4. .5 2354.4

1 0040 9 2. .2 2354.2 * 1 0900 109 66. 25.3 2371.3 * 1 1720 209 4. .4 2354.4

1 0045 10 3. .3 2354.3 * 1 0905 110 66. 24.8 2371.1 * 1 1725 210 4. .4 2354.4

1 0050 11 4. .5 2354.4 * 1 0910 111 65. 24.4 2370.9 * 1 1730 211 3. .4 2354.4

1 0055 12 5. .6 2354.6 * 1 0915 112 65. 23.9 2370.6 * 1 1735 212 3. .4 2354.3

1 0100 13 6. .7 2354.7 * 1 0920 113 64. 23.5 2370.4 * 1 1740 213 3. .3 2354.3

1 0105 14 7. .7 2354.8 * 1 0925 114 64. 23.0 2370.1 * 1 1745 214 3. .3 2354.3

1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.6 2369.9 * 1 1750 215 3. .3 2354.3

1 0115 16 8. .8 2354.9 * 1 0935 116 63. 22.2 2369.6 * 1 1755 216 3. .3 2354.2

1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.7 2369.4 * 1 1800 217 2. .3 2354.2

1 0125 18 9. .9 2355.0 * 1 0945 118 62. 21.3 2369.1 * 1 1805 218 2. .2 2354.2

1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.9 2368.9 * 1 1810 219 2. .2 2354.2

1 0135 20 10. 1.1 2355.2 * 1 0955 120 61. 20.5 2368.7 * 1 1815 220 2. .2 2354.2

1 0140 21 11. 1.2 2355.4 * 1 1000 121 60. 20.0 2368.4 * 1 1820 221 2. .2 2354.1

1 0145 22 13. 1.4 2355.6 * 1 1005 122 60. 19.6 2368.2 * 1 1825 222 2. .2 2354.1

1 0150 23 15. 1.6 2355.8 * 1 1010 123 59. 19.2 2367.9 * 1 1830 223 2. .2 2354.1

1 0155 24 16. 1.8 2356.1 * 1 1015 124 59. 18.8 2367.7 * 1 1835 224 2. .2 2354.1

1 0200 25 18. 2.0 2356.3 * 1 1020 125 58. 18.4 2367.5 * 1 1840 225 1. .2 2354.1

1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.0 2367.2 * 1 1845 226 1. .1 2354.1

1 0210 27 21. 2.3 2356.7 * 1 1030 127 57. 17.6 2367.0 * 1 1850 227 1. .1 2354.1

1 0215 28 23. 2.5 2356.9 * 1 1035 128 56. 17.2 2366.8 * 1 1855 228 1. .1 2354.1

1 0220 29 24. 2.6 2357.0 * 1 1040 129 56. 16.8 2366.5 * 1 1900 229 1. .1 2354.0

1 0225 30 24. 2.8 2357.1 * 1 1045 130 55. 16.5 2366.3 * 1 1905 230 1. .1 2354.0

1 0230 31 25. 2.9 2357.2 * 1 1050 131 55. 16.1 2366.1 * 1 1910 231 1. .1 2354.0

1 0235 32 25. 3.1 2357.4 * 1 1055 132 54. 15.7 2365.8 * 1 1915 232 1. .1 2354.0

1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.3 2365.6 * 1 1920 233 1. .1 2354.0

1 0245 34 27. 3.4 2357.6 * 1 1105 134 53. 15.0 2365.4 * 1 1925 234 1. .1 2354.0

1 0250 35 27. 3.6 2357.7 * 1 1110 135 53. 14.6 2365.2 * 1 1930 235 1. .1 2354.0

1 0255 36 28. 3.7 2357.8 * 1 1115 136 52. 14.2 2365.0 * 1 1935 236 1. .1 2354.0

1 0300 37 28. 3.9 2358.0 * 1 1120 137 51. 13.9 2364.7 * 1 1940 237 1. .1 2354.0

1 0305 38 29. 4.2 2358.2 * 1 1125 138 51. 13.5 2364.5 * 1 1945 238 1. .1 2354.0

1 0310 39 31. 4.6 2358.5 * 1 1130 139 50. 13.2 2364.3 * 1 1950 239 1. .1 2354.0

1 0315 40 33. 5.2 2358.9 * 1 1135 140 50. 12.8 2364.1 * 1 1955 240 1. .1 2354.0

1 0320 41 35. 6.0 2359.5 * 1 1140 141 49. 12.5 2363.9 * 1 2000 241 1. .1 2354.0

1 0325 42 38. 7.2 2360.3 * 1 1145 142 48. 12.2 2363.6 * 1 2005 242 0. .1 2354.0

1 0330 43 42. 9.0 2361.5 * 1 1150 143 48. 11.8 2363.4 * 1 2010 243 0. .1 2354.0

1 0335 44 47. 11.6 2363.3 * 1 1155 144 47. 11.5 2363.2 * 1 2015 244 0. .0 2354.0

1 0340 45 53. 15.2 2365.6 * 1 1200 145 47. 11.2 2363.0 * 1 2020 245 0. .0 2354.0

1 0345 46 59. 19.4 2368.0 * 1 1205 146 46. 10.9 2362.8 * 1 2025 246 0. .0 2353.9

1 0350 47 64. 23.5 2370.4 * 1 1210 147 45. 10.6 2362.6 * 1 2030 247 0. .0 2353.9

1 0355 48 68. 27.3 2372.3 * 1 1215 148 45. 10.2 2362.4 * 1 2035 248 0. .0 2353.9

1 0400 49 71. 30.4 2373.6 * 1 1220 149 44. 9.9 2362.2 * 1 2040 249 0. .0 2353.9

1 0405 50 72. 32.8 2374.4 * 1 1225 150 43. 9.6 2362.0 * 1 2045 250 0. .0 2353.9

1 0410 51 74. 34.7 2375.1 * 1 1230 151 43. 9.3 2361.8 * 1 2050 251 0. .0 2353.9

1 0415 52 74. 36.1 2375.5 * 1 1235 152 42. 9.0 2361.6 * 1 2055 252 0. .0 2353.9

1 0420 53 75. 37.0 2375.8 * 1 1240 153 42. 8.8 2361.4 * 1 2100 253 0. .0 2353.9

1 0425 54 75. 37.7 2376.1 * 1 1245 154 41. 8.5 2361.2 * 1 2105 254 0. .0 2353.9

1 0430 55 76. 38.2 2376.2 * 1 1250 155 41. 8.2 2361.0 * 1 2110 255 0. .0 2353.9

1 0435 56 76. 38.6 2376.4 * 1 1255 156 40. 7.9 2360.8 * 1 2115 256 0. .0 2353.9

1 0440 57 76. 39.1 2376.5 * 1 1300 157 39. 7.6 2360.6 * 1 2120 257 0. .0 2353.9

1 0445 58 77. 39.7 2376.7 * 1 1305 158 38. 7.4 2360.4 * 1 2125 258 0. .0 2353.9

1 0450 59 77. 40.4 2376.9 * 1 1310 159 38. 7.1 2360.3 * 1 2130 259 0. .0 2353.9

1 0455 60 77. 41.2 2377.2 * 1 1315 160 37. 6.9 2360.1 * 1 2135 260 0. .0 2353.9

1 0500 61 78. 42.0 2377.4 * 1 1320 161 36. 6.6 2359.9 * 1 2140 261 0. .0 2353.9

1 0505 62 78. 42.8 2377.7 * 1 1325 162 36. 6.4 2359.7 * 1 2145 262 0. .0 2353.9

1 0510 63 79. 43.4 2377.9 * 1 1330 163 35. 6.1 2359.6 * 1 2150 263 0. .0 2353.9

1 0515 64 79. 43.9 2378.0 * 1 1335 164 35. 5.9 2359.4 * 1 2155 264 0. .0 2353.9

1 0520 65 79. 44.2 2378.1 * 1 1340 165 34. 5.6 2359.2 * 1 2200 265 0. .0 2353.9

1 0525 66 79. 44.3 2378.1 * 1 1345 166 33. 5.4 2359.1 * 1 2205 266 0. .0 2353.9

1 0530 67 79. 44.3 2378.1 * 1 1350 167 33. 5.2 2358.9 * 1 2210 267 0. .0 2353.9

1 0535 68 79. 44.1 2378.1 * 1 1355 168 32. 4.9 2358.7 * 1 2215 268 0. .0 2353.9

1 0540 69 79. 43.9 2378.0 * 1 1400 169 31. 4.7 2358.6 * 1 2220 269 0. .0 2353.9

1 0545 70 79. 43.7 2377.9 * 1 1405 170 30. 4.5 2358.4 * 1 2225 270 0. .0 2353.9

1 0550 71 78. 43.3 2377.8 * 1 1410 171 30. 4.3 2358.3 * 1 2230 271 0. .0 2353.9

1 0555 72 78. 43.0 2377.7 * 1 1415 172 29. 4.1 2358.1 * 1 2235 272 0. .0 2353.9

1 0600 73 78. 42.6 2377.6 * 1 1420 173 28. 3.9 2358.0 * 1 2240 273 0. .0 2353.9

1 0605 74 78. 42.3 2377.5 * 1 1425 174 28. 3.7 2357.8 * 1 2245 274 0. .0 2353.9

1 0610 75 78. 41.9 2377.4 * 1 1430 175 27. 3.5 2357.7 * 1 2250 275 0. .0 2353.9

1 0615 76 77. 41.4 2377.3 * 1 1435 176 26. 3.3 2357.6 * 1 2255 276 0. .0 2353.9

1 0620 77 77. 41.0 2377.1 * 1 1440 177 26. 3.2 2357.4 * 1 2300 277 0. .0 2353.9

1 0625 78 77. 40.5 2377.0 * 1 1445 178 25. 3.0 2357.3 * 1 2305 278 0. .0 2353.9

1 0630 79 77. 40.0 2376.8 * 1 1450 179 25. 2.8 2357.2 * 1 2310 279 0. .0 2353.9

1 0635 80 76. 39.6 2376.7 * 1 1455 180 24. 2.7 2357.0 * 1 2315 280 0. .0 2353.9

1 0640 81 76. 39.0 2376.5 * 1 1500 181 23. 2.5 2356.9 * 1 2320 281 0. .0 2353.9

1 0645 82 76. 38.5 2376.3 * 1 1505 182 21. 2.3 2356.7 * 1 2325 282 0. .0 2353.9

1 0650 83 76. 38.0 2376.2 * 1 1510 183 20. 2.2 2356.5 * 1 2330 283 0. .0 2353.9

1 0655 84 75. 37.5 2376.0 * 1 1515 184 19. 2.1 2356.4 * 1 2335 284 0. .0 2353.9

1 0700 85 75. 37.0 2375.8 * 1 1520 185 18. 1.9 2356.2 * 1 2340 285 0. .0 2353.9

1 0705 86 75. 36.5 2375.7 * 1 1525 186 17. 1.8 2356.1 * 1 2345 286 0. .0 2353.9

1 0710 87 74. 36.0 2375.5 * 1 1530 187 16. 1.7 2355.9 * 1 2350 287 0. .0 2353.9

1 0715 88 74. 35.5 2375.3 * 1 1535 188 15. 1.6 2355.8 * 1 2355 288 0. .0 2353.9

1 0720 89 74. 35.0 2375.2 * 1 1540 189 14. 1.5 2355.7 * 2 0000 289 0. .0 2353.9

1 0725 90 73. 34.5 2375.0 * 1 1545 190 13. 1.4 2355.6 * 2 0005 290 0. .0 2353.9

1 0730 91 73. 34.0 2374.8 * 1 1550 191 12. 1.3 2355.5 * 2 0010 291 0. .0 2353.9

1 0735 92 73. 33.5 2374.6 * 1 1555 192 11. 1.2 2355.4 * 2 0015 292 0. .0 2353.9

1 0740 93 72. 33.0 2374.5 * 1 1600 193 11. 1.2 2355.3 * 2 0020 293 0. .0 2353.9

1 0745 94 72. 32.5 2374.3 * 1 1605 194 10. 1.1 2355.2 * 2 0025 294 0. .0 2353.9

1 0750 95 72. 32.0 2374.1 * 1 1610 195 9. 1.0 2355.1 * 2 0030 295 0. .0 2353.9

1 0755 96 71. 31.5 2373.9 * 1 1615 196 9. 1.0 2355.1 * 2 0035 296 0. .0 2353.9

1 0800 97 71. 31.0 2373.8 * 1 1620 197 8. .9 2355.0 * 2 0040 297 0. .0 2353.9

1 0805 98 71. 30.5 2373.6 * 1 1625 198 8. .9 2354.9 * 2 0045 298 0. .0 2353.9

1 0810 99 71. 30.0 2373.4 * 1 1630 199 7. .8 2354.9 * 2 0050 299 0. .0 2353.9

1 0815 100 70. 29.5 2373.2 * 1 1635 200 7. .8 2354.8 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 79. 5.42 73. 32. 31. 31.

(INCHES) .962 1.674 1.674 1.674

(AC-FT) 36. 63. 63. 63.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

44. 5.42 35. 11. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2378.12 5.42 2374.77 2361.56 2361.28 2361.28

 

CUMULATIVE AREA = .70 SQ MI

 

***********************************************************************************************************************************

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .85

***********************************************************************************************************************************

* *

DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE

* *

1 0000 1 0. .0 2353.9 * 1 0820 101 69. 28.4 2372.8 * 1 1640 201 6. .7 2354.7

1 0005 2 0. .0 2353.9 * 1 0825 102 69. 27.9 2372.6 * 1 1645 202 6. .6 2354.6

1 0010 3 0. .0 2353.9 * 1 0830 103 68. 27.5 2372.4 * 1 1650 203 5. .6 2354.6

1 0015 4 0. .0 2353.9 * 1 0835 104 68. 27.0 2372.1 * 1 1655 204 5. .5 2354.5

1 0020 5 0. .0 2353.9 * 1 0840 105 68. 26.5 2371.9 * 1 1700 205 5. .5 2354.5

1 0025 6 0. .0 2353.9 * 1 0845 106 67. 26.1 2371.7 * 1 1705 206 4. .5 2354.5

1 0030 7 0. .0 2354.0 * 1 0850 107 67. 25.6 2371.5 * 1 1710 207 4. .4 2354.4

1 0035 8 1. .1 2354.0 * 1 0855 108 66. 25.1 2371.2 * 1 1715 208 4. .4 2354.4

1 0040 9 2. .2 2354.1 * 1 0900 109 66. 24.7 2371.0 * 1 1720 209 4. .4 2354.4

1 0045 10 3. .3 2354.3 * 1 0905 110 65. 24.2 2370.8 * 1 1725 210 3. .4 2354.3

1 0050 11 4. .4 2354.4 * 1 0910 111 65. 23.8 2370.5 * 1 1730 211 3. .3 2354.3

1 0055 12 5. .5 2354.6 * 1 0915 112 64. 23.3 2370.3 * 1 1735 212 3. .3 2354.3

1 0100 13 6. .6 2354.7 * 1 0920 113 64. 22.9 2370.0 * 1 1740 213 3. .3 2354.3

1 0105 14 6. .7 2354.7 * 1 0925 114 63. 22.5 2369.8 * 1 1745 214 3. .3 2354.2

1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.0 2369.6 * 1 1750 215 2. .3 2354.2

1 0115 16 7. .8 2354.9 * 1 0935 116 62. 21.6 2369.3 * 1 1755 216 2. .3 2354.2

1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.2 2369.1 * 1 1800 217 2. .2 2354.2

1 0125 18 8. .9 2355.0 * 1 0945 118 61. 20.8 2368.8 * 1 1805 218 2. .2 2354.2

1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.3 2368.6 * 1 1810 219 2. .2 2354.2

1 0135 20 10. 1.1 2355.2 * 1 0955 120 60. 19.9 2368.4 * 1 1815 220 2. .2 2354.1

1 0140 21 11. 1.2 2355.3 * 1 1000 121 60. 19.5 2368.1 * 1 1820 221 2. .2 2354.1

1 0145 22 13. 1.4 2355.5 * 1 1005 122 59. 19.1 2367.9 * 1 1825 222 2. .2 2354.1

1 0150 23 14. 1.6 2355.8 * 1 1010 123 58. 18.7 2367.6 * 1 1830 223 1. .2 2354.1

1 0155 24 16. 1.8 2356.0 * 1 1015 124 58. 18.3 2367.4 * 1 1835 224 1. .2 2354.1

1 0200 25 18. 2.0 2356.2 * 1 1020 125 57. 17.9 2367.2 * 1 1840 225 1. .1 2354.1

1 0205 26 19. 2.1 2356.4 * 1 1025 126 57. 17.5 2366.9 * 1 1845 226 1. .1 2354.1

1 0210 27 21. 2.3 2356.6 * 1 1030 127 56. 17.1 2366.7 * 1 1850 227 1. .1 2354.1

1 0215 28 22. 2.4 2356.8 * 1 1035 128 56. 16.7 2366.5 * 1 1855 228 1. .1 2354.0

1 0220 29 24. 2.6 2357.0 * 1 1040 129 55. 16.4 2366.2 * 1 1900 229 1. .1 2354.0

1 0225 30 24. 2.7 2357.1 * 1 1045 130 55. 16.0 2366.0 * 1 1905 230 1. .1 2354.0

1 0230 31 25. 2.9 2357.2 * 1 1050 131 54. 15.6 2365.8 * 1 1910 231 1. .1 2354.0

1 0235 32 25. 3.0 2357.3 * 1 1055 132 53. 15.2 2365.6 * 1 1915 232 1. .1 2354.0

1 0240 33 26. 3.2 2357.4 * 1 1100 133 53. 14.9 2365.3 * 1 1920 233 1. .1 2354.0

1 0245 34 26. 3.3 2357.5 * 1 1105 134 52. 14.5 2365.1 * 1 1925 234 1. .1 2354.0

1 0250 35 27. 3.5 2357.7 * 1 1110 135 52. 14.1 2364.9 * 1 1930 235 1. .1 2354.0

1 0255 36 27. 3.7 2357.8 * 1 1115 136 51. 13.8 2364.7 * 1 1935 236 1. .1 2354.0

1 0300 37 28. 3.9 2357.9 * 1 1120 137 51. 13.4 2364.4 * 1 1940 237 1. .1 2354.0

1 0305 38 29. 4.1 2358.1 * 1 1125 138 50. 13.1 2364.2 * 1 1945 238 1. .1 2354.0

1 0310 39 30. 4.5 2358.4 * 1 1130 139 49. 12.7 2364.0 * 1 1950 239 1. .1 2354.0

1 0315 40 32. 5.1 2358.8 * 1 1135 140 49. 12.4 2363.8 * 1 1955 240 1. .1 2354.0

1 0320 41 35. 5.9 2359.4 * 1 1140 141 48. 12.1 2363.6 * 1 2000 241 0. .1 2354.0

1 0325 42 38. 7.1 2360.2 * 1 1145 142 48. 11.7 2363.4 * 1 2005 242 0. .0 2354.0

1 0330 43 42. 8.9 2361.5 * 1 1150 143 47. 11.4 2363.2 * 1 2010 243 0. .0 2354.0

1 0335 44 47. 11.4 2363.2 * 1 1155 144 46. 11.1 2363.0 * 1 2015 244 0. .0 2354.0

1 0340 45 53. 15.0 2365.4 * 1 1200 145 46. 10.8 2362.7 * 1 2020 245 0. .0 2353.9

1 0345 46 59. 19.1 2367.9 * 1 1205 146 45. 10.5 2362.5 * 1 2025 246 0. .0 2353.9

1 0350 47 64. 23.2 2370.2 * 1 1210 147 45. 10.2 2362.3 * 1 2030 247 0. .0 2353.9

1 0355 48 68. 26.8 2372.1 * 1 1215 148 44. 9.9 2362.1 * 1 2035 248 0. .0 2353.9

1 0400 49 70. 29.9 2373.4 * 1 1220 149 43. 9.6 2361.9 * 1 2040 249 0. .0 2353.9

1 0405 50 72. 32.3 2374.2 * 1 1225 150 43. 9.3 2361.7 * 1 2045 250 0. .0 2353.9

1 0410 51 73. 34.2 2374.9 * 1 1230 151 42. 9.0 2361.5 * 1 2050 251 0. .0 2353.9

1 0415 52 74. 35.5 2375.3 * 1 1235 152 42. 8.7 2361.3 * 1 2055 252 0. .0 2353.9

1 0420 53 75. 36.4 2375.6 * 1 1240 153 41. 8.4 2361.1 * 1 2100 253 0. .0 2353.9

1 0425 54 75. 37.1 2375.9 * 1 1245 154 40. 8.1 2361.0 * 1 2105 254 0. .0 2353.9

1 0430 55 75. 37.6 2376.0 * 1 1250 155 40. 7.8 2360.8 * 1 2110 255 0. .0 2353.9

1 0435 56 76. 38.0 2376.2 * 1 1255 156 39. 7.6 2360.6 * 1 2115 256 0. .0 2353.9

1 0440 57 76. 38.5 2376.3 * 1 1300 157 38. 7.3 2360.4 * 1 2120 257 0. .0 2353.9

1 0445 58 76. 39.1 2376.5 * 1 1305 158 38. 7.0 2360.2 * 1 2125 258 0. .0 2353.9

1 0450 59 77. 39.8 2376.7 * 1 1310 159 37. 6.8 2360.0 * 1 2130 259 0. .0 2353.9

1 0455 60 77. 40.5 2377.0 * 1 1315 160 36. 6.5 2359.9 * 1 2135 260 0. .0 2353.9

1 0500 61 77. 41.4 2377.2 * 1 1320 161 36. 6.3 2359.7 * 1 2140 261 0. .0 2353.9

1 0505 62 78. 42.1 2377.5 * 1 1325 162 35. 6.0 2359.5 * 1 2145 262 0. .0 2353.9

1 0510 63 78. 42.8 2377.7 * 1 1330 163 34. 5.8 2359.3 * 1 2150 263 0. .0 2353.9

1 0515 64 78. 43.2 2377.8 * 1 1335 164 34. 5.6 2359.2 * 1 2155 264 0. .0 2353.9

1 0520 65 79. 43.5 2377.9 * 1 1340 165 33. 5.3 2359.0 * 1 2200 265 0. .0 2353.9

1 0525 66 79. 43.6 2377.9 * 1 1345 166 32. 5.1 2358.9 * 1 2205 266 0. .0 2353.9

1 0530 67 79. 43.6 2377.9 * 1 1350 167 32. 4.9 2358.7 * 1 2210 267 0. .0 2353.9

1 0535 68 79. 43.4 2377.9 * 1 1355 168 31. 4.7 2358.5 * 1 2215 268 0. .0 2353.9

1 0540 69 78. 43.2 2377.8 * 1 1400 169 30. 4.5 2358.4 * 1 2220 269 0. .0 2353.9

1 0545 70 78. 43.0 2377.7 * 1 1405 170 30. 4.3 2358.2 * 1 2225 270 0. .0 2353.9

1 0550 71 78. 42.7 2377.6 * 1 1410 171 29. 4.1 2358.1 * 1 2230 271 0. .0 2353.9

1 0555 72 78. 42.3 2377.5 * 1 1415 172 28. 3.9 2357.9 * 1 2235 272 0. .0 2353.9

1 0600 73 78. 42.0 2377.4 * 1 1420 173 27. 3.7 2357.8 * 1 2240 273 0. .0 2353.9

1 0605 74 78. 41.6 2377.3 * 1 1425 174 27. 3.5 2357.6 * 1 2245 274 0. .0 2353.9

1 0610 75 77. 41.2 2377.2 * 1 1430 175 26. 3.3 2357.5 * 1 2250 275 0. .0 2353.9

1 0615 76 77. 40.8 2377.1 * 1 1435 176 26. 3.1 2357.4 * 1 2255 276 0. .0 2353.9

1 0620 77 77. 40.3 2376.9 * 1 1440 177 25. 2.9 2357.3 * 1 2300 277 0. .0 2353.9

1 0625 78 77. 39.9 2376.8 * 1 1445 178 24. 2.8 2357.1 * 1 2305 278 0. .0 2353.9

1 0630 79 76. 39.4 2376.6 * 1 1450 179 24. 2.6 2357.0 * 1 2310 279 0. .0 2353.9

1 0635 80 76. 38.9 2376.4 * 1 1455 180 22. 2.5 2356.8 * 1 2315 280 0. .0 2353.9

1 0640 81 76. 38.4 2376.3 * 1 1500 181 21. 2.3 2356.6 * 1 2320 281 0. .0 2353.9

1 0645 82 75. 37.9 2376.1 * 1 1505 182 20. 2.2 2356.5 * 1 2325 282 0. .0 2353.9

1 0650 83 75. 37.4 2375.9 * 1 1510 183 19. 2.0 2356.3 * 1 2330 283 0. .0 2353.9

1 0655 84 75. 36.9 2375.8 * 1 1515 184 17. 1.9 2356.2 * 1 2335 284 0. .0 2353.9

1 0700 85 75. 36.3 2375.6 * 1 1520 185 16. 1.8 2356.0 * 1 2340 285 0. .0 2353.9

1 0705 86 74. 35.8 2375.5 * 1 1525 186 15. 1.7 2355.9 * 1 2345 286 0. .0 2353.9

1 0710 87 74. 35.3 2375.3 * 1 1530 187 14. 1.6 2355.8 * 1 2350 287 0. .0 2353.9

1 0715 88 74. 34.8 2375.1 * 1 1535 188 14. 1.5 2355.7 * 1 2355 288 0. .0 2353.9

1 0720 89 73. 34.3 2375.0 * 1 1540 189 13. 1.4 2355.6 * 2 0000 289 0. .0 2353.9

1 0725 90 73. 33.8 2374.8 * 1 1545 190 12. 1.3 2355.5 * 2 0005 290 0. .0 2353.9

1 0730 91 73. 33.3 2374.6 * 1 1550 191 11. 1.2 2355.4 * 2 0010 291 0. .0 2353.9

1 0735 92 72. 32.8 2374.4 * 1 1555 192 11. 1.2 2355.3 * 2 0015 292 0. .0 2353.9

1 0740 93 72. 32.3 2374.2 * 1 1600 193 10. 1.1 2355.2 * 2 0020 293 0. .0 2353.9

1 0745 94 72. 31.8 2374.1 * 1 1605 194 9. 1.0 2355.1 * 2 0025 294 0. .0 2353.9

1 0750 95 71. 31.3 2373.9 * 1 1610 195 9. 1.0 2355.0 * 2 0030 295 0. .0 2353.9

1 0755 96 71. 30.8 2373.7 * 1 1615 196 8. .9 2355.0 * 2 0035 296 0. .0 2353.9

1 0800 97 71. 30.3 2373.5 * 1 1620 197 8. .8 2354.9 * 2 0040 297 0. .0 2353.9

1 0805 98 70. 29.9 2373.4 * 1 1625 198 7. .8 2354.8 * 2 0045 298 0. .0 2353.9

1 0810 99 70. 29.4 2373.2 * 1 1630 199 7. .7 2354.8 * 2 0050 299 0. .0 2353.9

1 0815 100 70. 28.9 2373.0 * 1 1635 200 6. .7 2354.7 * 2 0055 300 0. .0 2353.9

* *

***********************************************************************************************************************************

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 79. 5.42 72. 31. 30. 30.

(INCHES) .957 1.652 1.652 1.652

(AC-FT) 36. 62. 62. 62.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

44. 5.42 34. 11. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2377.91 5.42 2374.54 2361.43 2361.15 2361.15

 

CUMULATIVE AREA = .70 SQ MI

 

1

 

PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS

FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES

TIME TO PEAK IN HOURS

 

 

RATIOS APPLIED TO PRECIPITATION

OPERATION STATION AREA PLAN RATIO 1 RATIO 2 RATIO 3 RATIO 4

.88 .87 .86 .85

 

HYDROGRAPH AT

+ FW01 .32 1 FLOW 114. 111. 109. 107.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RFW1 .32 1 FLOW 115. 112. 109. 107.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW02 .24 1 FLOW 104. 102. 100. 98.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW2 .56 1 FLOW 213. 208. 204. 200.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW2 .56 1 FLOW 214. 209. 204. 201.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FW03 .25 1 FLOW 188. 185. 183. 180.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW3 .82 1 FLOW 373. 365. 358. 353.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW3 .82 1 FLOW 367. 361. 359. 353.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FW5 .52 1 FLOW 329. 324. 320. 316.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW5 1.34 1 FLOW 690. 679. 673. 664.

TIME 4.00 4.00 4.00 4.00

 

DIVERSION TO

+ DFW11 1.34 1 FLOW 210. 210. 210. 210.

TIME 3.50 3.50 3.50 3.50

 

HYDROGRAPH AT

+ DFW5 1.34 1 FLOW 480. 469. 463. 454.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RDFW5 1.34 1 FLOW 479. 467. 461. 452.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CE2EA-C .13 1 FLOW 72. 71. 70. 69.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCE2EA .13 1 FLOW 73. 71. 70. 70.

TIME 4.25 4.25 4.25 4.25

 

HYDROGRAPH AT

+ R4C1 .27 1 FLOW 211. 208. 205. 203.

TIME 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CR4C1 1.74 1 FLOW 707. 691. 682. 670.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCR4C1 1.74 1 FLOW 701. 686. 677. 665.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CE2EC .26 1 FLOW 145. 142. 140. 138.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCE2EC .26 1 FLOW 148. 145. 142. 140.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CE2ED-C .31 1 FLOW 231. 227. 225. 222.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCE2ED-C .58 1 FLOW 367. 361. 356. 351.

TIME 3.83 3.92 3.92 3.92

 

DIVERSION TO

+ DCPS03 .58 1 FLOW 200. 198. 196. 194.

TIME 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCCE2ED .58 1 FLOW 167. 163. 160. 158.

TIME 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RDCCE2ED .58 1 FLOW 170. 166. 163. 160.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ CE3FA .36 1 FLOW 282. 278. 275. 272.

TIME 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CCE3FA 2.67 1 FLOW 1108. 1085. 1071. 1053.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCE3FA 2.67 1 FLOW 1106. 1083. 1068. 1051.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ PS01-C .41 1 FLOW 234. 229. 226. 223.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RPS01-C .41 1 FLOW 233. 228. 225. 223.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ PS03 .19 1 FLOW 172. 170. 167. 166.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CPS03 .60 1 FLOW 376. 369. 365. 360.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ ED01 .25 1 FLOW 147. 144. 142. 140.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RED01 .25 1 FLOW 149. 146. 144. 142.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ ED02 .31 1 FLOW 201. 197. 195. 192.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ ED11 .24 1 FLOW 137. 134. 132. 130.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ ED12 .20 1 FLOW 152. 149. 147. 146.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED12 .44 1 FLOW 289. 284. 280. 276.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCED12 .44 1 FLOW 290. 285. 281. 278.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ ED13 .21 1 FLOW 158. 155. 153. 152.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED13 .65 1 FLOW 436. 429. 423. 418.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED13 .65 1 FLOW 433. 426. 420. 415.

TIME 3.92 3.92 3.92 3.92

 

3 COMBINED AT

+ CED02 1.21 1 FLOW 769. 756. 746. 736.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED02 1.21 1 FLOW 763. 749. 739. 730.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCPS03 .00 1 FLOW 200. 198. 196. 194.

TIME 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RDPS03 .00 1 FLOW 201. 198. 196. 194.

TIME 3.92 3.92 3.92 3.92

 

3 COMBINED AT

+ CCPS03 1.81 1 FLOW 1284. 1262. 1245. 1231.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS03 1.81 1 FLOW 1276. 1254. 1239. 1222.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ PS06-C .39 1 FLOW 315. 311. 307. 304.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CPS06 2.20 1 FLOW 1530. 1504. 1486. 1467.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCPS06 4.88 1 FLOW 2599. 2550. 2516. 2479.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS06 4.88 1 FLOW 2578. 2530. 2495. 2459.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW09 .25 1 FLOW 206. 203. 200. 198.

TIME 3.83 3.83 3.83 3.83

 

DIVERSION TO

+ DSM .25 1 FLOW 66. 63. 60. 59.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ DSPM .25 1 FLOW 140. 140. 140. 139.

TIME 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RDSPM .25 1 FLOW 140. 140. 140. 139.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CE3FD-C .28 1 FLOW 220. 216. 214. 212.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCE3FD-C .54 1 FLOW 360. 357. 354. 351.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCE3FD .54 1 FLOW 356. 353. 350. 347.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CRCPS06 5.41 1 FLOW 2931. 2880. 2843. 2803.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCRCPS06 5.41 1 FLOW 2912. 2860. 2822. 2783.

TIME 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ PS08 .18 1 FLOW 171. 168. 166. 164.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CPS08 5.59 1 FLOW 3012. 2959. 2920. 2879.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ ED05-C .44 1 FLOW 288. 284. 280. 277.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RED05-C .44 1 FLOW 286. 281. 277. 274.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCPS08 6.03 1 FLOW 3296. 3237. 3196. 3153.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS08 6.03 1 FLOW 3278. 3218. 3178. 3138.

TIME 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ ED10-C .22 1 FLOW 178. 176. 173. 172.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CED10-C 6.25 1 FLOW 3412. 3350. 3308. 3263.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED10-C 6.25 1 FLOW 3391. 3329. 3287. 3245.

TIME 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ SA06-C .20 1 FLOW 165. 163. 161. 160.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RSA06-C .20 1 FLOW 163. 163. 161. 158.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ SA08 .22 1 FLOW 214. 211. 209. 207.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA08 .42 1 FLOW 353. 350. 345. 341.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCSA08 6.67 1 FLOW 3689. 3624. 3579. 3529.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ Basin 6.67 1 FLOW 1450. 1450. 1450. 1450.

TIME 3.50 3.58 3.58 3.58

 

** PEAK STAGES IN FEET **

1 STAGE 2071.02 2070.60 2070.28 2069.98

TIME 4.67 4.67 4.67 4.67

 

ROUTED TO

+ RCCSA08 6.67 1 FLOW 1453. 1451. 1450. 1450.

TIME 3.58 3.58 3.83 3.75

 

HYDROGRAPH AT

+ CH14-C .17 1 FLOW 119. 118. 116. 115.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH14-C .17 1 FLOW 120. 118. 116. 115.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK09-C .38 1 FLOW 225. 222. 219. 217.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ COK09-C .55 1 FLOW 341. 336. 331. 328.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCOK09-C .55 1 FLOW 340. 335. 331. 327.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ OK10 .31 1 FLOW 223. 219. 217. 214.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ COK10 .85 1 FLOW 540. 532. 525. 519.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCOK10 .85 1 FLOW 537. 529. 522. 517.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK11-C .31 1 FLOW 185. 182. 180. 178.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ 1COK11C 1.16 1 FLOW 721. 711. 701. 695.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ COK11C 7.83 1 FLOW 2171. 2161. 2151. 2145.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCOK11C 7.83 1 FLOW 2164. 2153. 2145. 2139.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ WAL1 .21 1 FLOW 151. 149. 147. 145.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RWAL1 .21 1 FLOW 151. 149. 146. 145.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WAL2 .25 1 FLOW 145. 143. 140. 139.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWAL2 .45 1 FLOW 295. 290. 286. 282.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCWAL2 8.28 1 FLOW 2447. 2431. 2418. 2408.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCWAL2 8.28 1 FLOW 2437. 2421. 2407. 2397.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH50 .26 1 FLOW 180. 177. 175. 174.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH50 8.54 1 FLOW 2616. 2599. 2583. 2571.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH15-C .24 1 FLOW 189. 186. 184. 182.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCH15-C .24 1 FLOW 189. 186. 184. 182.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH18-C .29 1 FLOW 221. 218. 215. 213.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH18-C .53 1 FLOW 392. 386. 381. 377.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH18-C .53 1 FLOW 391. 385. 380. 376.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ AL92 .43 1 FLOW 197. 193. 190. 187.

TIME 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DAL93 .43 1 FLOW 76. 75. 73. 72.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DAL92 .43 1 FLOW 121. 118. 116. 115.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDAL92 .43 1 FLOW 119. 117. 115. 113.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ AL95-C .19 1 FLOW 115. 112. 111. 109.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CAL95 .62 1 FLOW 205. 201. 198. 195.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCAL95-C .62 1 FLOW 205. 201. 198. 195.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCCH18-C 1.15 1 FLOW 592. 582. 573. 566.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCCH18C 1.15 1 FLOW 583. 574. 565. 559.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH22-C .23 1 FLOW 186. 184. 182. 180.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCH22 1.38 1 FLOW 767. 755. 745. 735.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCCH22 9.92 1 FLOW 3378. 3349. 3322. 3302.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCCH22 9.92 1 FLOW 3352. 3327. 3297. 3276.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ AL96-C .18 1 FLOW 160. 158. 156. 155.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CAL96 10.10 1 FLOW 3489. 3462. 3431. 3408.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCAL96 10.10 1 FLOW 3460. 3432. 3404. 3381.

TIME 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ DAL93 .00 1 FLOW 76. 75. 73. 72.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDAL93 .00 1 FLOW 76. 74. 73. 72.

TIME 4.33 4.33 4.33 4.33

 

HYDROGRAPH AT

+ AL93-C .52 1 FLOW 393. 387. 382. 378.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CAL93 10.63 1 FLOW 3836. 3801. 3763. 3739.

TIME 3.92 3.92 3.92 3.92

 

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 22.19 1 FLOW 6751. 6669. 6612. 6551.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCAL93 22.19 1 FLOW 6742. 6651. 6596. 6530.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LC21 .60 1 FLOW 422. 416. 412. 408.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CLC21 22.79 1 FLOW 7163. 7066. 7007. 6936.

TIME 4.00 4.00 4.00 4.00

 

DIVERSION TO

+ DLVOE 22.79 1 FLOW 4293. 4196. 4137. 4066.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ DCLC21 22.79 1 FLOW 2870. 2870. 2870. 2870.

TIME 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RDCLC21 22.79 1 FLOW 2870. 2870. 2870. 2870.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ V1-C .28 1 FLOW 229. 226. 223. 221.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH59-C .34 1 FLOW 248. 245. 242. 240.

TIME 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DFLAM .34 1 FLOW 26. 23. 20. 18.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCH59-C .34 1 FLOW 222. 222. 222. 222.

TIME 3.75 3.75 3.75 3.83

 

DIVERSION TO

+ DBN03 .34 1 FLOW 55. 55. 55. 55.

TIME 3.75 3.75 3.75 3.83

 

HYDROGRAPH AT

+ DDCH59-C .34 1 FLOW 167. 167. 167. 167.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RDDCH59 .34 1 FLOW 168. 168. 168. 168.

TIME 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CV1-C 23.41 1 FLOW 3267. 3263. 3261. 3258.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCV1-C 23.41 1 FLOW 3265. 3261. 3258. 3256.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ X-C1 .28 1 FLOW 236. 232. 230. 227.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CX-C1 23.69 1 FLOW 3489. 3482. 3476. 3471.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCX-C1 23.69 1 FLOW 3486. 3478. 3471. 3466.

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 24.22 1 FLOW 3767. 3755. 3746. 3738.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCN-C 24.22 1 FLOW 3764. 3752. 3742. 3734.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ P-C .31 1 FLOW 189. 185. 183. 181.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CP-C 24.53 1 FLOW 3953. 3937. 3925. 3914.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCP-C 24.53 1 FLOW 3945. 3929. 3915. 3905.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ Q-C .26 1 FLOW 142. 140. 138. 136.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CQ-C 24.78 1 FLOW 4088. 4068. 4053. 4041.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCQ-C 24.78 1 FLOW 4073. 4055. 4042. 4032.

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 25.02 1 FLOW 4191. 4172. 4157. 4145.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DLVOE .00 1 FLOW 4293. 4196. 4137. 4066.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RDLVOE .00 1 FLOW 4255. 4160. 4095. 4029.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ H-C1 .29 1 FLOW 257. 253. 250. 248.

TIME 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CH-C1 .29 1 FLOW 4397. 4300. 4233. 4166.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCH-C1 .29 1 FLOW 4344. 4247. 4178. 4113.

TIME 4.00 4.00 4.00 4.00

 

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 4665. 4563. 4489. 4420.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCE-C .90 1 FLOW 4629. 4526. 4452. 4383.

TIME 4.00 4.00 4.00 4.00

 

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 4737. 4631. 4556. 4485.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCG 1.13 1 FLOW 4714. 4614. 4545. 4478.

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 4858. 4755. 4684. 4615.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCK-C1 1.45 1 FLOW 4838. 4734. 4662. 4589.

TIME 4.08 4.08 4.08 4.08

 

2 COMBINED AT

+ CCLVW01C 26.47 1 FLOW 8876. 8756. 8672. 8588.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCCLVW01 26.47 1 FLOW 8852. 8735. 8652. 8563.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ BN06-C .34 1 FLOW 306. 301. 297. 294.

TIME 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ BN03-C .41 1 FLOW 272. 267. 263. 260.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DBN03 .00 1 FLOW 55. 55. 55. 55.

TIME 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RDBN03 .00 1 FLOW 58. 56. 55. 57.

TIME 4.08 4.08 4.17 4.08

 

3 COMBINED AT

+ CBN03 .75 1 FLOW 549. 540. 532. 526.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBN03 .75 1 FLOW 540. 530. 522. 517.

TIME 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BN08 .21 1 FLOW 160. 158. 156. 154.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CBN08 .96 1 FLOW 688. 676. 666. 659.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBN08 .96 1 FLOW 684. 673. 664. 655.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BN09 .23 1 FLOW 117. 115. 113. 111.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN09 1.20 1 FLOW 797. 783. 773. 762.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCBN09 1.20 1 FLOW 783. 768. 758. 749.

TIME 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BN10-C .26 1 FLOW 166. 164. 161. 159.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN10-C 1.45 1 FLOW 946. 928. 915. 904.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCBN10-C 1.45 1 FLOW 947. 928. 915. 903.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ BN12-C .32 1 FLOW 197. 194. 191. 189.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN12-C 1.78 1 FLOW 1144. 1122. 1106. 1092.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCBN12-C 1.78 1 FLOW 1124. 1101. 1086. 1071.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ BN15-C .28 1 FLOW 167. 164. 161. 159.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN15-C 2.06 1 FLOW 1290. 1265. 1247. 1230.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCBN15-C 28.54 1 FLOW 9932. 9792. 9675. 9586.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCBN15-C 28.54 1 FLOW 9881. 9739. 9619. 9525.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ CA03 .34 1 FLOW 248. 244. 240. 237.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCA03 .34 1 FLOW 251. 247. 244. 241.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA04-C .37 1 FLOW 251. 247. 244. 241.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA04 .72 1 FLOW 502. 494. 487. 482.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA04 .72 1 FLOW 498. 490. 483. 478.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA05 .24 1 FLOW 185. 182. 180. 178.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCA05 .96 1 FLOW 681. 670. 661. 654.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA05 .96 1 FLOW 675. 663. 654. 647.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA06-C .40 1 FLOW 212. 208. 205. 202.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA06 1.36 1 FLOW 887. 871. 859. 849.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA06 1.36 1 FLOW 876. 856. 846. 840.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CA08-C .26 1 FLOW 182. 179. 177. 175.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA08-C 1.61 1 FLOW 1049. 1026. 1014. 1006.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCA08-C 1.61 1 FLOW 1042. 1019. 1010. 997.

TIME 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CA10-C .19 1 FLOW 129. 127. 125. 124.

TIME 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA10-C 1.81 1 FLOW 1168. 1143. 1132. 1118.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCCA10-C 30.34 1 FLOW 10919. 10764. 10629. 10524.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCCCA10C 30.34 1 FLOW 10853. 10695. 10553. 10433.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ ST01-C .25 1 FLOW 156. 153. 151. 150.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RST01-C .25 1 FLOW 155. 153. 151. 149.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ ST03-C .22 1 FLOW 131. 128. 127. 125.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CST03-C .47 1 FLOW 267. 263. 259. 256.

TIME 4.08 4.08 4.08 4.08

 

2 COMBINED AT

+ CCST03-C 30.81 1 FLOW 11121. 10958. 10812. 10689.

TIME 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCCST03C 30.81 1 FLOW 11067. 10916. 10788. 10671.

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 32.15 1 FLOW 11780. 11617. 11482. 11358.

TIME 4.17 4.17 4.17 4.17

 

ROUTED TO

+ RCCCH73 32.15 1 FLOW 11774. 11611. 11472. 11350.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ CH91-C .13 1 FLOW 128. 126. 125. 124.

TIME 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCH91-C .13 1 FLOW 129. 127. 126. 124.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH92-C .22 1 FLOW 165. 163. 160. 159.

TIME 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH92-C .35 1 FLOW 286. 281. 278. 275.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH92-C .35 1 FLOW 285. 281. 278. 274.

TIME 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH93 .27 1 FLOW 180. 177. 175. 172.

TIME 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCH93 .27 1 FLOW 180. 177. 174. 172.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH94 .36 1 FLOW 161. 158. 155. 153.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCH94 .63 1 FLOW 340. 334. 329. 325.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCCH94 .98 1 FLOW 606. 596. 587. 580.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCCH94 .98 1 FLOW 601. 592. 583. 576.

TIME 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ NEL06-C .32 1 FLOW 186. 183. 180. 178.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CNEL06 1.30 1 FLOW 781. 769. 758. 749.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCNEL06 33.45 1 FLOW 12439. 12266. 12119. 11990.

TIME 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ SA10-2 .20 1 FLOW 119. 117. 116. 115.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ SA10-1 .28 1 FLOW 170. 168. 166. 164.

TIME 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CSA10-1 .48 1 FLOW 289. 284. 281. 278.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA10-1 .48 1 FLOW 289. 284. 281. 277.

TIME 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ SA11 .40 1 FLOW 292. 288. 285. 282.

TIME 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CSA11 .88 1 FLOW 569. 561. 555. 549.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA11 .88 1 FLOW 568. 558. 554. 546.

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 638. 627. 621. 613.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA13-C .99 1 FLOW 636. 625. 620. 612.

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 675. 663. 657. 649.

TIME 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCFR01B 1.06 1 FLOW 674. 663. 657. 648.

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 746. 734. 727. 719.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA13-C 1.17 1 FLOW 743. 731. 724. 716.

TIME 3.92 3.92 3.92 3.92

 

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 811. 798. 790. 781.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR02A 1.28 1 FLOW 809. 796. 788. 779.

TIME 3.92 3.92 3.92 3.92

 

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 824. 810. 802. 793.

TIME 3.92 3.92 3.92 3.92

 

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 890. 876. 866. 856.

TIME 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCSA14A 1.45 1 FLOW 889. 875. 866. 856.

TIME 3.92 3.92 3.92 3.92

 

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 947. 932. 921. 911.

TIME 3.83 3.83 3.92 3.83

 

ROUTED TO

+ RCSA14B 1.87 1 FLOW 946. 931. 921. 910.

TIME 3.92 3.92 3.92 3.92

 

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 1219. 1199. 1185. 1171.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA14C 2.37 1 FLOW 1218. 1198. 1184. 1170.

TIME 3.92 3.92 3.92 3.92

 

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 1246. 1226. 1212. 1197.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16A 2.43 1 FLOW 1245. 1225. 1211. 1196.

TIME 3.92 3.92 3.92 3.92

 

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 1355. 1333. 1317. 1301.

TIME 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16B 2.65 1 FLOW 1354. 1332. 1316. 1301.

TIME 3.92 3.92 3.92 3.92

 

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 1384. 1362. 1345. 1330.

TIME 3.92 3.92 3.92 3.92

 

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 1419. 1395. 1377. 1362.

TIME 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCFR03B 2.78 1 FLOW 1415. 1392. 1374. 1359.

TIME 3.83 3.83 3.92 3.92

 

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 3276. 3221. 3182. 3144.

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

RFW1 MANE 5.00 114.61 235.00 .70 5.00 114.61 235.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1217E+02 EXCESS= .0000E+00 OUTFLOW= .1217E+02 BASIN STORAGE= .2073E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 111.64 235.00 .69 5.00 111.64 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1187E+02 EXCESS= .0000E+00 OUTFLOW= .1188E+02 BASIN STORAGE= .2048E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 109.28 235.00 .67 5.00 109.28 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1164E+02 EXCESS= .0000E+00 OUTFLOW= .1164E+02 BASIN STORAGE= .2028E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 107.22 235.00 .66 5.00 107.22 235.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+02 EXCESS= .0000E+00 OUTFLOW= .1144E+02 BASIN STORAGE= .2011E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 213.79 240.00 .77 5.00 213.79 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2321E+02 BASIN STORAGE= .1671E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 208.60 240.00 .75 5.00 208.60 240.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2267E+02 EXCESS= .0000E+00 OUTFLOW= .2267E+02 BASIN STORAGE= .1653E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 204.46 240.00 .74 5.00 204.46 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2224E+02 EXCESS= .0000E+00 OUTFLOW= .2224E+02 BASIN STORAGE= .1638E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 200.84 240.00 .73 5.00 200.84 240.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2186E+02 EXCESS= .0000E+00 OUTFLOW= .2187E+02 BASIN STORAGE= .1626E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 4.94 367.31 241.82 1.00 5.00 366.60 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4374E+02 EXCESS= .0000E+00 OUTFLOW= .4375E+02 BASIN STORAGE= .6556E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 4.98 362.47 238.96 .98 5.00 360.64 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4286E+02 EXCESS= .0000E+00 OUTFLOW= .4288E+02 BASIN STORAGE= .6687E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 358.66 240.00 .96 5.00 358.66 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4217E+02 EXCESS= .0000E+00 OUTFLOW= .4218E+02 BASIN STORAGE= .5855E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 353.13 240.00 .95 5.00 353.13 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4156E+02 EXCESS= .0000E+00 OUTFLOW= .4157E+02 BASIN STORAGE= .5821E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.22 478.87 239.95 .45 5.00 478.82 240.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3228E+02 EXCESS= .0000E+00 OUTFLOW= .3228E+02 BASIN STORAGE= .1870E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.23 467.53 239.71 .43 5.00 467.41 240.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3109E+02 EXCESS= .0000E+00 OUTFLOW= .3109E+02 BASIN STORAGE= .2371E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.24 461.40 239.71 .42 5.00 461.30 240.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3018E+02 EXCESS= .0000E+00 OUTFLOW= .3019E+02 BASIN STORAGE= .1741E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.25 452.47 240.35 .41 5.00 452.16 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2936E+02 EXCESS= .0000E+00 OUTFLOW= .2936E+02 BASIN STORAGE= .1581E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 72.71 255.00 1.24 5.00 72.71 255.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8293E+01 EXCESS= .0000E+00 OUTFLOW= .8300E+01 BASIN STORAGE= .3898E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 71.43 255.00 1.21 5.00 71.43 255.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8140E+01 EXCESS= .0000E+00 OUTFLOW= .8146E+01 BASIN STORAGE= .5324E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 70.42 255.00 1.19 5.00 70.42 255.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8018E+01 EXCESS= .0000E+00 OUTFLOW= .8024E+01 BASIN STORAGE= .5289E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 69.52 255.00 1.18 5.00 69.52 255.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7911E+01 EXCESS= .0000E+00 OUTFLOW= .7917E+01 BASIN STORAGE= .5206E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 1.99 702.31 240.41 .71 5.00 701.31 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6589E+02 EXCESS= .0000E+00 OUTFLOW= .6588E+02 BASIN STORAGE= .3346E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.00 686.94 240.53 .69 5.00 685.75 240.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6416E+02 EXCESS= .0000E+00 OUTFLOW= .6416E+02 BASIN STORAGE= .3015E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.02 678.26 241.83 .68 5.00 677.13 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6284E+02 EXCESS= .0000E+00 OUTFLOW= .6283E+02 BASIN STORAGE= .3193E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.03 666.12 241.51 .66 5.00 664.61 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6163E+02 EXCESS= .0000E+00 OUTFLOW= .6162E+02 BASIN STORAGE= .3188E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 147.70 235.00 1.00 5.00 147.70 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+02 EXCESS= .0000E+00 OUTFLOW= .1415E+02 BASIN STORAGE= .2972E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 144.70 235.00 .98 5.00 144.70 235.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1385E+02 EXCESS= .0000E+00 OUTFLOW= .1386E+02 BASIN STORAGE= .2884E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 142.31 235.00 .97 5.00 142.31 235.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1362E+02 EXCESS= .0000E+00 OUTFLOW= .1363E+02 BASIN STORAGE= .2862E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 140.21 235.00 .95 5.00 140.21 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1342E+02 EXCESS= .0000E+00 OUTFLOW= .1342E+02 BASIN STORAGE= .2760E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 169.67 245.00 .56 5.00 169.67 245.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1713E+02 EXCESS= .0000E+00 OUTFLOW= .1714E+02 BASIN STORAGE= .3177E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 165.91 245.00 .55 5.00 165.91 245.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1681E+02 EXCESS= .0000E+00 OUTFLOW= .1681E+02 BASIN STORAGE= .3073E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 162.90 245.00 .54 5.00 162.90 245.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1655E+02 EXCESS= .0000E+00 OUTFLOW= .1655E+02 BASIN STORAGE= .3054E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 160.27 245.00 .53 5.00 160.27 245.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+02 EXCESS= .0000E+00 OUTFLOW= .1633E+02 BASIN STORAGE= .3007E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .39 1105.78 240.27 .82 5.00 1105.51 240.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1167E+03 EXCESS= .0000E+00 OUTFLOW= .1167E+03 BASIN STORAGE= .7117E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .39 1082.86 240.32 .80 5.00 1082.77 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1142E+03 EXCESS= .0000E+00 OUTFLOW= .1142E+03 BASIN STORAGE= .7185E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .40 1068.54 240.03 .79 5.00 1068.33 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1122E+03 EXCESS= .0000E+00 OUTFLOW= .1122E+03 BASIN STORAGE= .7169E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .40 1050.86 240.05 .77 5.00 1050.58 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1104E+03 EXCESS= .0000E+00 OUTFLOW= .1104E+03 BASIN STORAGE= .7230E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.23 233.69 229.85 1.14 5.00 233.43 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2481E+02 EXCESS= .0000E+00 OUTFLOW= .2481E+02 BASIN STORAGE= .2670E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.24 229.53 228.49 1.12 5.00 228.16 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2434E+02 EXCESS= .0000E+00 OUTFLOW= .2433E+02 BASIN STORAGE= .2824E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.25 226.46 229.20 1.10 5.00 225.11 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2395E+02 EXCESS= .0000E+00 OUTFLOW= .2395E+02 BASIN STORAGE= .3037E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.25 222.87 229.84 1.09 5.00 222.60 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2362E+02 EXCESS= .0000E+00 OUTFLOW= .2362E+02 BASIN STORAGE= .2587E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 148.62 240.00 1.18 5.00 148.62 240.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1592E+02 EXCESS= .0000E+00 OUTFLOW= .1592E+02 BASIN STORAGE= .2531E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 145.90 240.00 1.15 5.00 145.90 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1562E+02 EXCESS= .0000E+00 OUTFLOW= .1562E+02 BASIN STORAGE= .2508E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 143.72 240.00 1.14 5.00 143.72 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1537E+02 EXCESS= .0000E+00 OUTFLOW= .1538E+02 BASIN STORAGE= .2489E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 141.82 240.00 1.12 5.00 141.82 240.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1516E+02 EXCESS= .0000E+00 OUTFLOW= .1517E+02 BASIN STORAGE= .2472E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 290.45 235.00 1.30 5.00 290.45 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3053E+02 EXCESS= .0000E+00 OUTFLOW= .3054E+02 BASIN STORAGE= .2567E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 285.40 235.00 1.28 5.00 285.40 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2999E+02 EXCESS= .0000E+00 OUTFLOW= .2999E+02 BASIN STORAGE= .2544E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 281.37 235.00 1.26 5.00 281.37 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2955E+02 EXCESS= .0000E+00 OUTFLOW= .2956E+02 BASIN STORAGE= .2526E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 277.84 235.00 1.24 5.00 277.84 235.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2917E+02 EXCESS= .0000E+00 OUTFLOW= .2918E+02 BASIN STORAGE= .2510E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.47 433.72 235.29 1.40 5.00 433.22 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4836E+02 EXCESS= .0000E+00 OUTFLOW= .4836E+02 BASIN STORAGE= .2018E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.48 426.48 235.38 1.38 5.00 425.86 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4753E+02 EXCESS= .0000E+00 OUTFLOW= .4753E+02 BASIN STORAGE= .1948E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.49 420.72 235.16 1.36 5.00 420.39 235.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4687E+02 EXCESS= .0000E+00 OUTFLOW= .4687E+02 BASIN STORAGE= .1976E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.50 415.66 236.29 1.34 5.00 415.25 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4629E+02 EXCESS= .0000E+00 OUTFLOW= .4629E+02 BASIN STORAGE= .2055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.12 765.83 236.35 1.34 5.00 762.92 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8703E+02 EXCESS= .0000E+00 OUTFLOW= .8702E+02 BASIN STORAGE= .1920E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.13 752.43 235.76 1.32 5.00 749.26 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8550E+02 EXCESS= .0000E+00 OUTFLOW= .8550E+02 BASIN STORAGE= .1831E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.13 742.59 235.92 1.30 5.00 739.14 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8428E+02 EXCESS= .0000E+00 OUTFLOW= .8428E+02 BASIN STORAGE= .1972E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.14 733.43 235.97 1.29 5.00 729.95 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8322E+02 EXCESS= .0000E+00 OUTFLOW= .8321E+02 BASIN STORAGE= .1856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 200.91 235.00 -1.00 5.00 200.91 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 198.25 235.00 -1.00 5.00 198.25 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 196.12 235.00 -1.00 5.00 196.12 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 194.25 235.00 -1.00 5.00 194.25 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.34 1276.33 233.98 1.56 5.00 1275.89 235.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1509E+03 EXCESS= .0000E+00 OUTFLOW= .1509E+03 BASIN STORAGE= .4856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.36 1256.31 235.60 1.53 5.00 1253.98 235.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1483E+03 EXCESS= .0000E+00 OUTFLOW= .1483E+03 BASIN STORAGE= .5598E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.37 1240.16 234.50 1.51 5.00 1239.09 235.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1462E+03 EXCESS= .0000E+00 OUTFLOW= .1462E+03 BASIN STORAGE= .5152E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.38 1224.76 235.60 1.49 5.00 1222.07 235.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1443E+03 EXCESS= .0000E+00 OUTFLOW= .1443E+03 BASIN STORAGE= .5106E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.03 2595.22 236.57 1.15 5.00 2578.25 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3003E+03 EXCESS= .0000E+00 OUTFLOW= .3003E+03 BASIN STORAGE= .2853E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.04 2548.89 236.28 1.13 5.00 2529.69 235.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2945E+03 EXCESS= .0000E+00 OUTFLOW= .2945E+03 BASIN STORAGE= .2707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.04 2513.79 236.52 1.12 5.00 2495.45 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2901E+03 EXCESS= .0000E+00 OUTFLOW= .2901E+03 BASIN STORAGE= .2696E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.05 2476.53 236.86 1.10 5.00 2458.99 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2860E+03 EXCESS= .0000E+00 OUTFLOW= .2860E+03 BASIN STORAGE= .2637E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 140.15 229.95 1.51 5.00 140.13 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2049E+02 EXCESS= .0000E+00 OUTFLOW= .2049E+02 BASIN STORAGE= .2417E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 140.18 229.95 1.49 5.00 140.16 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2025E+02 EXCESS= .0000E+00 OUTFLOW= .2025E+02 BASIN STORAGE= .2394E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 140.13 229.95 1.47 5.00 140.11 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2006E+02 EXCESS= .0000E+00 OUTFLOW= .2006E+02 BASIN STORAGE= .2375E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.28 139.00 230.25 1.46 5.00 138.93 230.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1988E+02 EXCESS= .0000E+00 OUTFLOW= .1988E+02 BASIN STORAGE= .2784E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.09 357.64 231.58 1.66 5.00 356.45 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4741E+02 EXCESS= .0000E+00 OUTFLOW= .4741E+02 BASIN STORAGE= .1075E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.09 355.06 232.19 1.64 5.00 353.33 230.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4678E+02 EXCESS= .0000E+00 OUTFLOW= .4678E+02 BASIN STORAGE= .1150E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.10 351.85 232.70 1.62 5.00 350.16 230.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4627E+02 EXCESS= .0000E+00 OUTFLOW= .4627E+02 BASIN STORAGE= .1001E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.10 348.24 231.28 1.60 5.00 347.03 230.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4582E+02 EXCESS= .0000E+00 OUTFLOW= .4581E+02 BASIN STORAGE= .1100E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .87 2927.70 235.81 1.20 5.00 2912.29 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3478E+03 EXCESS= .0000E+00 OUTFLOW= .3478E+03 BASIN STORAGE= .2381E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .87 2875.73 236.63 1.18 5.00 2859.76 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3414E+03 EXCESS= .0000E+00 OUTFLOW= .3414E+03 BASIN STORAGE= .2385E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .88 2839.83 236.09 1.17 5.00 2822.17 235.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3365E+03 EXCESS= .0000E+00 OUTFLOW= .3365E+03 BASIN STORAGE= .2531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .88 2799.85 236.55 1.15 5.00 2783.19 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3320E+03 EXCESS= .0000E+00 OUTFLOW= .3320E+03 BASIN STORAGE= .2359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.07 286.15 240.08 1.57 5.00 286.14 240.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3682E+02 EXCESS= .0000E+00 OUTFLOW= .3682E+02 BASIN STORAGE= .1090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.08 281.73 236.92 1.54 5.00 280.50 240.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3622E+02 EXCESS= .0000E+00 OUTFLOW= .3623E+02 BASIN STORAGE= .9037E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.10 278.92 237.66 1.52 5.00 276.69 240.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3575E+02 EXCESS= .0000E+00 OUTFLOW= .3575E+02 BASIN STORAGE= .1120E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.11 276.72 238.32 1.50 5.00 274.17 240.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3534E+02 EXCESS= .0000E+00 OUTFLOW= .3534E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .71 3294.48 235.74 1.24 5.00 3278.19 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4005E+03 EXCESS= .0000E+00 OUTFLOW= .4005E+03 BASIN STORAGE= .2060E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .72 3235.94 236.00 1.22 5.00 3218.39 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3933E+03 EXCESS= .0000E+00 OUTFLOW= .3933E+03 BASIN STORAGE= .2040E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .72 3194.77 235.77 1.21 5.00 3178.19 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3877E+03 EXCESS= .0000E+00 OUTFLOW= .3877E+03 BASIN STORAGE= .2003E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .72 3151.76 236.34 1.19 5.00 3137.96 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3826E+03 EXCESS= .0000E+00 OUTFLOW= .3826E+03 BASIN STORAGE= .2154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .81 3409.42 235.93 1.26 5.00 3391.27 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4183E+03 EXCESS= .0000E+00 OUTFLOW= .4183E+03 BASIN STORAGE= .2356E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .82 3347.73 236.03 1.23 5.00 3328.90 235.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4108E+03 EXCESS= .0000E+00 OUTFLOW= .4108E+03 BASIN STORAGE= .2529E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .82 3305.37 236.39 1.22 5.00 3286.89 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4050E+03 EXCESS= .0000E+00 OUTFLOW= .4050E+03 BASIN STORAGE= .2369E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .83 3260.88 236.05 1.20 5.00 3244.93 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3996E+03 EXCESS= .0000E+00 OUTFLOW= .3996E+03 BASIN STORAGE= .2454E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.75 163.52 232.81 1.77 5.00 163.28 230.00 1.77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1914E+02 EXCESS= .0000E+00 OUTFLOW= .1915E+02 BASIN STORAGE= .4326E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.78 163.30 229.34 1.75 5.00 162.85 230.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1889E+02 EXCESS= .0000E+00 OUTFLOW= .1890E+02 BASIN STORAGE= .4852E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.80 161.77 230.39 1.72 5.00 161.13 230.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1866E+02 EXCESS= .0000E+00 OUTFLOW= .1867E+02 BASIN STORAGE= .4287E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 4.82 159.30 231.32 1.70 5.00 157.91 230.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1844E+02 EXCESS= .0000E+00 OUTFLOW= .1845E+02 BASIN STORAGE= .5271E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.18 1461.94 213.82 1.29 5.00 1452.61 215.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4573E+03 EXCESS= .0000E+00 OUTFLOW= .4572E+03 BASIN STORAGE= .5302E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.18 1459.24 213.82 1.25 5.00 1450.94 215.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4465E+03 EXCESS= .0000E+00 OUTFLOW= .4464E+03 BASIN STORAGE= .5190E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.18 1452.77 218.19 1.25 5.00 1450.00 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4451E+03 EXCESS= .0000E+00 OUTFLOW= .4450E+03 BASIN STORAGE= .5168E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.18 1453.13 218.19 1.22 5.00 1450.11 225.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4343E+03 EXCESS= .0000E+00 OUTFLOW= .4343E+03 BASIN STORAGE= .5162E-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 2168.17 237.05 1.32 5.00 2163.98 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5526E+03 EXCESS= .0000E+00 OUTFLOW= .5525E+03 BASIN STORAGE= .4203E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.73 2157.05 237.53 1.29 5.00 2153.32 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5406E+03 EXCESS= .0000E+00 OUTFLOW= .5406E+03 BASIN STORAGE= .4395E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.74 2147.75 237.93 1.29 5.00 2144.67 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5379E+03 EXCESS= .0000E+00 OUTFLOW= .5378E+03 BASIN STORAGE= .4722E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.74 2141.06 236.49 1.26 5.00 2138.70 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5259E+03 EXCESS= .0000E+00 OUTFLOW= .5258E+03 BASIN STORAGE= .4389E-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 2440.31 236.38 1.32 5.00 2436.58 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5835E+03 EXCESS= .0000E+00 OUTFLOW= .5834E+03 BASIN STORAGE= .5346E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.94 2424.55 237.01 1.29 5.00 2421.49 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5709E+03 EXCESS= .0000E+00 OUTFLOW= .5708E+03 BASIN STORAGE= .5328E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.95 2410.20 237.51 1.28 5.00 2407.26 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5676E+03 EXCESS= .0000E+00 OUTFLOW= .5676E+03 BASIN STORAGE= .5530E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.95 2401.01 235.94 1.26 5.00 2397.10 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5553E+03 EXCESS= .0000E+00 OUTFLOW= .5553E+03 BASIN STORAGE= .5211E-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 2.41 3361.73 236.55 1.32 5.00 3352.46 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6999E+03 EXCESS= .0000E+00 OUTFLOW= .6998E+03 BASIN STORAGE= .7409E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.42 3333.81 237.39 1.30 5.00 3327.39 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6856E+03 EXCESS= .0000E+00 OUTFLOW= .6855E+03 BASIN STORAGE= .7493E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.43 3303.96 235.72 1.29 5.00 3297.04 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6807E+03 EXCESS= .0000E+00 OUTFLOW= .6806E+03 BASIN STORAGE= .7676E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.44 3285.48 236.28 1.26 5.00 3275.80 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6671E+03 EXCESS= .0000E+00 OUTFLOW= .6670E+03 BASIN STORAGE= .6887E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL96 MANE 1.97 3474.98 236.64 1.33 5.00 3460.21 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7177E+03 EXCESS= .0000E+00 OUTFLOW= .7176E+03 BASIN STORAGE= .6081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL96 MANE 1.98 3448.36 237.37 1.31 5.00 3431.75 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7033E+03 EXCESS= .0000E+00 OUTFLOW= .7032E+03 BASIN STORAGE= .6058E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL96 MANE 1.99 3414.48 238.25 1.30 5.00 3403.85 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6980E+03 EXCESS= .0000E+00 OUTFLOW= .6979E+03 BASIN STORAGE= .5801E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL96 MANE 1.99 3396.02 236.89 1.27 5.00 3380.96 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6842E+03 EXCESS= .0000E+00 OUTFLOW= .6841E+03 BASIN STORAGE= .6236E-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 1.87 6742.66 239.99 1.34 5.00 6742.48 240.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1583E+04 EXCESS= .0000E+00 OUTFLOW= .1583E+04 BASIN STORAGE= .8160E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 1.88 6654.57 239.28 1.31 5.00 6650.57 240.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1555E+04 EXCESS= .0000E+00 OUTFLOW= .1555E+04 BASIN STORAGE= .8132E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 1.89 6597.39 240.11 1.30 5.00 6596.33 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1539E+04 EXCESS= .0000E+00 OUTFLOW= .1539E+04 BASIN STORAGE= .8108E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 1.90 6531.36 239.10 1.28 5.00 6529.64 240.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1516E+04 EXCESS= .0000E+00 OUTFLOW= .1516E+04 BASIN STORAGE= .8086E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2874.75 218.69 .98 5.00 2870.09 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1195E+04 EXCESS= .0000E+00 OUTFLOW= .1195E+04 BASIN STORAGE= .5682E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2876.36 218.69 .97 5.00 2870.11 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1177E+04 EXCESS= .0000E+00 OUTFLOW= .1177E+04 BASIN STORAGE= .5663E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2878.40 218.69 .96 5.00 2870.15 230.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1170E+04 EXCESS= .0000E+00 OUTFLOW= .1170E+04 BASIN STORAGE= .5646E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2880.04 218.69 .95 5.00 2870.17 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1154E+04 EXCESS= .0000E+00 OUTFLOW= .1154E+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 3265.60 225.92 1.00 5.00 3265.01 225.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1249E+04 EXCESS= .0000E+00 OUTFLOW= .1249E+04 BASIN STORAGE= .3698E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.14 3262.33 226.01 .99 5.00 3261.42 225.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1231E+04 EXCESS= .0000E+00 OUTFLOW= .1231E+04 BASIN STORAGE= .3685E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.14 3259.69 226.09 .98 5.00 3258.47 225.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1223E+04 EXCESS= .0000E+00 OUTFLOW= .1222E+04 BASIN STORAGE= .3674E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.14 3257.36 226.16 .97 5.00 3255.79 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1206E+04 EXCESS= .0000E+00 OUTFLOW= .1206E+04 BASIN STORAGE= .3664E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.02 3486.69 225.72 1.01 5.00 3485.68 225.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1272E+04 EXCESS= .0000E+00 OUTFLOW= .1272E+04 BASIN STORAGE= .3416E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.02 3480.04 225.91 .99 5.00 3477.95 225.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1253E+04 EXCESS= .0000E+00 OUTFLOW= .1253E+04 BASIN STORAGE= .3404E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.02 3474.61 226.05 .98 5.00 3471.40 225.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1244E+04 EXCESS= .0000E+00 OUTFLOW= .1244E+04 BASIN STORAGE= .3394E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.02 3468.93 226.18 .97 5.00 3465.69 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1228E+04 EXCESS= .0000E+00 OUTFLOW= .1227E+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 3765.15 230.50 1.02 5.00 3763.97 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1312E+04 EXCESS= .0000E+00 OUTFLOW= .1312E+04 BASIN STORAGE= .4849E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.41 3753.42 230.79 1.00 5.00 3751.58 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1292E+04 EXCESS= .0000E+00 OUTFLOW= .1292E+04 BASIN STORAGE= .4832E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.41 3743.89 231.02 .99 5.00 3741.87 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1283E+04 EXCESS= .0000E+00 OUTFLOW= .1283E+04 BASIN STORAGE= .4818E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.41 3735.73 231.22 .98 5.00 3733.72 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+04 EXCESS= .0000E+00 OUTFLOW= .1266E+04 BASIN STORAGE= .4805E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.38 3949.20 231.62 1.02 5.00 3945.31 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1333E+04 EXCESS= .0000E+00 OUTFLOW= .1333E+04 BASIN STORAGE= .4850E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.38 3932.97 230.61 1.00 5.00 3928.59 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1313E+04 EXCESS= .0000E+00 OUTFLOW= .1312E+04 BASIN STORAGE= .4833E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.38 3921.30 230.90 1.00 5.00 3915.45 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1303E+04 EXCESS= .0000E+00 OUTFLOW= .1303E+04 BASIN STORAGE= .4819E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.38 3911.54 231.14 .98 5.00 3904.74 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1286E+04 EXCESS= .0000E+00 OUTFLOW= .1286E+04 BASIN STORAGE= .4806E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.66 4078.30 233.77 1.02 5.00 4072.60 235.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+04 EXCESS= .0000E+00 OUTFLOW= .1348E+04 BASIN STORAGE= .9477E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.66 4059.49 234.22 1.00 5.00 4055.21 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1328E+04 EXCESS= .0000E+00 OUTFLOW= .1328E+04 BASIN STORAGE= .9443E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.67 4045.12 234.57 1.00 5.00 4042.44 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1319E+04 EXCESS= .0000E+00 OUTFLOW= .1318E+04 BASIN STORAGE= .9416E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.67 4032.89 234.86 .98 5.00 4031.91 235.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+04 EXCESS= .0000E+00 OUTFLOW= .1301E+04 BASIN STORAGE= .9390E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.50 4279.59 241.50 -1.00 5.00 4254.77 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.50 4183.00 241.50 -1.00 5.00 4159.80 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.50 4122.78 241.50 -1.00 5.00 4095.17 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 1.50 4053.40 241.50 -1.00 5.00 4029.08 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 1.69 4384.88 241.38 30.83 5.00 4343.83 240.00 30.83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4719E+03 EXCESS= .0000E+00 OUTFLOW= .4719E+03 BASIN STORAGE= .5732E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 1.70 4297.17 241.84 30.10 5.00 4246.71 240.00 30.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4606E+03 EXCESS= .0000E+00 OUTFLOW= .4607E+03 BASIN STORAGE= .5442E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 1.71 4229.20 241.63 29.49 5.00 4177.61 240.00 29.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4513E+03 EXCESS= .0000E+00 OUTFLOW= .4513E+03 BASIN STORAGE= .5751E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 1.72 4156.54 241.47 28.96 5.00 4112.53 240.00 28.96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4433E+03 EXCESS= .0000E+00 OUTFLOW= .4433E+03 BASIN STORAGE= .6281E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE .93 4658.64 241.14 10.68 5.00 4629.49 240.00 10.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5133E+03 EXCESS= .0000E+00 OUTFLOW= .5133E+03 BASIN STORAGE= .2992E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE .94 4555.78 241.42 10.43 5.00 4526.05 240.00 10.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5011E+03 EXCESS= .0000E+00 OUTFLOW= .5011E+03 BASIN STORAGE= .3086E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE .94 4483.96 241.11 10.22 5.00 4451.95 240.00 10.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4912E+03 EXCESS= .0000E+00 OUTFLOW= .4912E+03 BASIN STORAGE= .2993E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE .95 4414.22 241.66 10.04 5.00 4382.70 240.00 10.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4827E+03 EXCESS= .0000E+00 OUTFLOW= .4827E+03 BASIN STORAGE= .3275E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 1.96 4732.62 243.38 8.71 5.00 4714.29 245.00 8.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5269E+03 EXCESS= .0000E+00 OUTFLOW= .5269E+03 BASIN STORAGE= .6862E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 1.98 4630.53 243.60 8.51 5.00 4613.98 245.00 8.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5145E+03 EXCESS= .0000E+00 OUTFLOW= .5145E+03 BASIN STORAGE= .6559E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 1.99 4556.81 243.22 8.34 5.00 4544.81 245.00 8.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5044E+03 EXCESS= .0000E+00 OUTFLOW= .5044E+03 BASIN STORAGE= .7066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 2.01 4484.66 242.74 8.20 5.00 4477.76 245.00 8.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4957E+03 EXCESS= .0000E+00 OUTFLOW= .4957E+03 BASIN STORAGE= .6378E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 1.84 4838.94 245.34 7.04 5.00 4837.80 245.00 7.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5460E+03 EXCESS= .0000E+00 OUTFLOW= .5460E+03 BASIN STORAGE= .4651E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 1.86 4734.72 245.47 6.88 5.00 4733.60 245.00 6.88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5332E+03 EXCESS= .0000E+00 OUTFLOW= .5332E+03 BASIN STORAGE= .4510E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 1.87 4665.52 246.87 6.74 5.00 4662.46 245.00 6.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5229E+03 EXCESS= .0000E+00 OUTFLOW= .5229E+03 BASIN STORAGE= .4784E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 1.88 4594.31 246.38 6.63 5.00 4589.32 245.00 6.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5138E+03 EXCESS= .0000E+00 OUTFLOW= .5138E+03 BASIN STORAGE= .4461E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 8851.51 250.00 1.35 5.00 8851.51 250.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1908E+04 EXCESS= .0000E+00 OUTFLOW= .1908E+04 BASIN STORAGE= .2094E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 8735.22 250.00 1.33 5.00 8735.22 250.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1875E+04 EXCESS= .0000E+00 OUTFLOW= .1874E+04 BASIN STORAGE= .2086E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 8651.88 250.00 1.31 5.00 8651.88 250.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1855E+04 EXCESS= .0000E+00 OUTFLOW= .1854E+04 BASIN STORAGE= .2080E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 8562.85 250.00 1.29 5.00 8562.85 250.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1828E+04 EXCESS= .0000E+00 OUTFLOW= .1827E+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 1.13 9910.62 246.74 1.35 5.00 9880.52 245.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2054E+04 EXCESS= .0000E+00 OUTFLOW= .2054E+04 BASIN STORAGE= .4992E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.14 9770.47 245.78 1.33 5.00 9738.99 245.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2018E+04 EXCESS= .0000E+00 OUTFLOW= .2018E+04 BASIN STORAGE= .4974E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.14 9657.40 246.91 1.31 5.00 9619.20 245.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1996E+04 EXCESS= .0000E+00 OUTFLOW= .1996E+04 BASIN STORAGE= .4959E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.15 9569.93 246.63 1.29 5.00 9525.17 245.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1967E+04 EXCESS= .0000E+00 OUTFLOW= .1967E+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 1.30 10880.80 246.21 1.35 5.00 10853.29 245.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2188E+04 EXCESS= .0000E+00 OUTFLOW= .2188E+04 BASIN STORAGE= .6275E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.31 10726.23 246.26 1.33 5.00 10694.88 245.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2149E+04 EXCESS= .0000E+00 OUTFLOW= .2149E+04 BASIN STORAGE= .6252E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.32 10590.28 246.15 1.31 5.00 10552.63 245.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2125E+04 EXCESS= .0000E+00 OUTFLOW= .2125E+04 BASIN STORAGE= .6234E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.32 10480.85 247.09 1.29 5.00 10433.02 245.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2095E+04 EXCESS= .0000E+00 OUTFLOW= .2095E+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 1.86 11105.64 248.59 1.35 5.00 11066.58 250.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2224E+04 EXCESS= .0000E+00 OUTFLOW= .2224E+04 BASIN STORAGE= .8799E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 1.87 10947.25 248.13 1.33 5.00 10915.77 250.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2185E+04 EXCESS= .0000E+00 OUTFLOW= .2185E+04 BASIN STORAGE= .8767E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 1.88 10809.54 247.53 1.31 5.00 10788.35 250.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2161E+04 EXCESS= .0000E+00 OUTFLOW= .2160E+04 BASIN STORAGE= .8740E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 1.88 10696.03 248.62 1.30 5.00 10670.52 250.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2130E+04 EXCESS= .0000E+00 OUTFLOW= .2129E+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 .56 11776.73 249.78 1.36 5.00 11774.27 250.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2332E+04 EXCESS= .0000E+00 OUTFLOW= .2332E+04 BASIN STORAGE= .3071E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .57 11611.57 250.04 1.34 5.00 11611.18 250.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2291E+04 EXCESS= .0000E+00 OUTFLOW= .2291E+04 BASIN STORAGE= .3060E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .57 11473.39 250.09 1.32 5.00 11472.35 250.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2265E+04 EXCESS= .0000E+00 OUTFLOW= .2265E+04 BASIN STORAGE= .3051E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .57 11350.46 250.03 1.30 5.00 11350.04 250.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2233E+04 EXCESS= .0000E+00 OUTFLOW= .2233E+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

RCSA10-1 MANE 2.38 288.85 244.98 1.65 5.00 288.83 245.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4228E+02 EXCESS= .0000E+00 OUTFLOW= .4229E+02 BASIN STORAGE= .2568E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.39 284.68 244.05 1.62 5.00 283.91 245.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4162E+02 EXCESS= .0000E+00 OUTFLOW= .4163E+02 BASIN STORAGE= .2895E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.40 280.96 245.23 1.60 5.00 280.93 245.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4110E+02 EXCESS= .0000E+00 OUTFLOW= .4111E+02 BASIN STORAGE= .2848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.41 278.16 243.87 1.58 5.00 277.47 245.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4063E+02 EXCESS= .0000E+00 OUTFLOW= .4064E+02 BASIN STORAGE= .2853E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.58 568.69 240.17 1.75 5.00 568.26 240.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8191E+02 EXCESS= .0000E+00 OUTFLOW= .8192E+02 BASIN STORAGE= .3884E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.60 559.41 241.58 1.73 5.00 558.26 240.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8065E+02 EXCESS= .0000E+00 OUTFLOW= .8066E+02 BASIN STORAGE= .3713E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.61 553.82 240.07 1.71 5.00 553.64 240.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7972E+02 EXCESS= .0000E+00 OUTFLOW= .7973E+02 BASIN STORAGE= .3745E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.62 547.82 241.09 1.69 5.00 546.18 240.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7881E+02 EXCESS= .0000E+00 OUTFLOW= .7882E+02 BASIN STORAGE= .3806E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.36 636.72 240.79 1.76 5.00 636.22 240.00 1.76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9281E+02 EXCESS= .0000E+00 OUTFLOW= .9281E+02 BASIN STORAGE= .2228E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.37 625.70 241.09 1.73 5.00 625.42 240.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9133E+02 EXCESS= .0000E+00 OUTFLOW= .9133E+02 BASIN STORAGE= .2310E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.37 620.47 240.55 1.71 5.00 619.87 240.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9031E+02 EXCESS= .0000E+00 OUTFLOW= .9032E+02 BASIN STORAGE= .2209E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.38 612.43 240.43 1.69 5.00 612.01 240.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8925E+02 EXCESS= .0000E+00 OUTFLOW= .8925E+02 BASIN STORAGE= .2090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.05 674.06 239.85 1.75 5.00 673.99 240.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9896E+02 EXCESS= .0000E+00 OUTFLOW= .9896E+02 BASIN STORAGE= .1707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.05 662.51 240.42 1.73 5.00 662.50 240.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9739E+02 EXCESS= .0000E+00 OUTFLOW= .9739E+02 BASIN STORAGE= .1780E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.06 656.61 240.23 1.71 5.00 656.56 240.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9630E+02 EXCESS= .0000E+00 OUTFLOW= .9630E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.06 648.39 239.32 1.69 5.00 648.36 240.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9517E+02 EXCESS= .0000E+00 OUTFLOW= .9517E+02 BASIN STORAGE= .1618E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .68 746.06 235.94 1.76 5.00 743.43 235.00 1.76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1099E+03 EXCESS= .0000E+00 OUTFLOW= .1099E+03 BASIN STORAGE= .1073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .68 733.66 236.15 1.74 5.00 731.29 235.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1081E+03 EXCESS= .0000E+00 OUTFLOW= .1081E+03 BASIN STORAGE= .1082E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .69 726.92 235.69 1.72 5.00 724.26 235.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1069E+03 EXCESS= .0000E+00 OUTFLOW= .1069E+03 BASIN STORAGE= .1066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .69 718.27 236.10 1.70 5.00 715.76 235.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+03 EXCESS= .0000E+00 OUTFLOW= .1057E+03 BASIN STORAGE= .1130E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .61 810.14 235.43 1.74 5.00 809.20 235.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1192E+03 EXCESS= .0000E+00 OUTFLOW= .1192E+03 BASIN STORAGE= .1064E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .62 797.05 235.74 1.72 5.00 796.19 235.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+03 EXCESS= .0000E+00 OUTFLOW= .1173E+03 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .62 789.17 235.44 1.70 5.00 788.15 235.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1160E+03 EXCESS= .0000E+00 OUTFLOW= .1160E+03 BASIN STORAGE= .1044E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .62 779.74 235.30 1.68 5.00 779.00 235.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1146E+03 EXCESS= .0000E+00 OUTFLOW= .1146E+03 BASIN STORAGE= .1074E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .62 889.90 231.03 1.71 5.00 889.11 235.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1322E+03 EXCESS= .0000E+00 OUTFLOW= .1322E+03 BASIN STORAGE= .1038E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .62 876.19 231.23 1.68 5.00 875.09 235.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+03 EXCESS= .0000E+00 OUTFLOW= .1301E+03 BASIN STORAGE= .1055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .62 865.93 234.78 1.66 5.00 865.80 235.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1286E+03 EXCESS= .0000E+00 OUTFLOW= .1286E+03 BASIN STORAGE= .1026E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .63 856.02 230.85 1.64 5.00 855.84 235.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1271E+03 EXCESS= .0000E+00 OUTFLOW= .1271E+03 BASIN STORAGE= .1044E-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 .61 946.95 230.91 1.43 5.00 945.72 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1426E+03 EXCESS= .0000E+00 OUTFLOW= .1426E+03 BASIN STORAGE= .1108E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .62 932.44 231.11 1.41 5.00 930.86 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1403E+03 EXCESS= .0000E+00 OUTFLOW= .1403E+03 BASIN STORAGE= .1128E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .62 921.04 231.00 1.39 5.00 920.69 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1386E+03 EXCESS= .0000E+00 OUTFLOW= .1386E+03 BASIN STORAGE= .1118E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .62 910.67 230.81 1.37 5.00 910.17 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1370E+03 EXCESS= .0000E+00 OUTFLOW= .1370E+03 BASIN STORAGE= .1059E-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 .67 1217.81 235.14 1.43 5.00 1217.64 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1802E+03 EXCESS= .0000E+00 OUTFLOW= .1802E+03 BASIN STORAGE= .1308E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .67 1198.09 235.33 1.40 5.00 1197.89 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1773E+03 EXCESS= .0000E+00 OUTFLOW= .1773E+03 BASIN STORAGE= .1373E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .68 1184.23 235.06 1.39 5.00 1184.13 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1751E+03 EXCESS= .0000E+00 OUTFLOW= .1751E+03 BASIN STORAGE= .1314E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .68 1170.43 235.49 1.37 5.00 1170.21 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1730E+03 EXCESS= .0000E+00 OUTFLOW= .1730E+03 BASIN STORAGE= .1290E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .67 1245.14 235.09 1.43 5.00 1245.06 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1850E+03 EXCESS= .0000E+00 OUTFLOW= .1850E+03 BASIN STORAGE= .1297E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .68 1224.90 235.28 1.41 5.00 1224.82 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1820E+03 EXCESS= .0000E+00 OUTFLOW= .1820E+03 BASIN STORAGE= .1374E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .68 1210.80 235.01 1.39 5.00 1210.78 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1798E+03 EXCESS= .0000E+00 OUTFLOW= .1798E+03 BASIN STORAGE= .1279E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .68 1196.48 235.44 1.37 5.00 1196.41 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1777E+03 EXCESS= .0000E+00 OUTFLOW= .1777E+03 BASIN STORAGE= .1407E-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 .69 1354.03 234.81 1.43 5.00 1353.98 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2022E+03 EXCESS= .0000E+00 OUTFLOW= .2022E+03 BASIN STORAGE= .1477E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .69 1332.07 234.98 1.41 5.00 1332.05 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1990E+03 EXCESS= .0000E+00 OUTFLOW= .1990E+03 BASIN STORAGE= .1392E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .69 1316.12 235.40 1.39 5.00 1315.99 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1965E+03 EXCESS= .0000E+00 OUTFLOW= .1965E+03 BASIN STORAGE= .1373E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .70 1300.69 235.13 1.38 5.00 1300.59 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1942E+03 EXCESS= .0000E+00 OUTFLOW= .1942E+03 BASIN STORAGE= .1446E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .73 1418.12 231.32 1.44 5.00 1414.70 230.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2127E+03 EXCESS= .0000E+00 OUTFLOW= .2127E+03 BASIN STORAGE= .1578E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .74 1395.10 231.37 1.41 5.00 1391.63 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2093E+03 EXCESS= .0000E+00 OUTFLOW= .2093E+03 BASIN STORAGE= .1515E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .74 1376.91 231.12 1.40 5.00 1374.48 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2067E+03 EXCESS= .0000E+00 OUTFLOW= .2067E+03 BASIN STORAGE= .1587E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .74 1361.46 231.42 1.38 5.00 1358.59 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2043E+03 EXCESS= .0000E+00 OUTFLOW= .2043E+03 BASIN STORAGE= .1625E-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 ***