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 12:54:36 * * (916) 756-1104 *

* * * *

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

 

 

 

 

 

X X XXXXXXX XXXXX X

X X X X X XX

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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 = SW5CH.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 = SW5.DAT

11 ID INPUT FILE DATE = MAY 2008

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

13 ID STORM DISTRIBUTION = SDN #5

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 12-16 0.832

36 ID 16-20 0.804

37 ID 20-30 0.765

38 ID 30-40 0.725

39 ID 40-50 0.695

40 ID 50-100 0.64

41 ID

42 IT 5 0 0 300

43 IO 5 0 0

44 IN 5 0 0

45 JR PREC 0.832 0.804 0.765 0.725 0.695 0.64

*

46 KK CH59-C

47 BA 0.340

48 PB 2.77

49 PC 0.000 0.020 0.059 0.080 0.110 0.144 0.150 0.160 0.168 0.171

50 PC 0.180 0.182 0.187 0.190 0.197 0.202 0.210 0.220 0.230 0.241

51 PC 0.250 0.259 0.265 0.280 0.290 0.300 0.305 0.309 0.310 0.317

1 HEC-1 INPUT PAGE 2

 

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

 

52 PC 0.321 0.327 0.333 0.346 0.361 0.381 0.408 0.430 0.477 0.514

53 PC 0.561 0.630 0.710 0.720 0.731 0.752 0.779 0.790 0.795 0.804

54 PC 0.810 0.820 0.826 0.840 0.859 0.889 0.910 0.938 0.966 0.970

55 PC 0.974 0.979 0.981 0.983 0.985 0.989 0.990 0.992 0.993 0.996

56 PC 0.997 0.999 1.000

57 LS 0 94.0

58 UD 0.489

*

59 KK DCH59-C

60 KM FLOW SPLIT TO CH60A-C

61 KM SPLIT TO FLAMINGO WASH SYSTEM

62 KM DEVELOPED FROM CWH MODEL

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

64 DT DFLAM

65 DI 0 222 1000

66 DQ 0 0 778

*

67 KK FW01

68 BA 0.325

69 PB 2.77

70 LS 0 77.2

71 UD 0.367

*

72 KK RFW1

73 KM ROUTE FW01 TO CFW2

74 KM TWAIN

75 RD 2700 0.0081 0.016 0 TRAP 0 50

*

76 KK FW02

77 BA 0.240

78 PB 2.77

79 LS 0 80.5

80 UD 0.367

*

81 KK CFW2

82 KM COMBINE RFW1 AND FW02

83 KM TWAIN AND JONES

84 HC 2

*

85 KK RCFW2

86 KM ROUTE CFW2 TO CFW3

87 KM TWAIN

88 RD 2500 0.0072 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 3

 

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

 

89 KK FW03

90 BA 0.255

91 PB 2.77

92 LS 0 90.6

93 UD 0.367

*

94 KK CFW3

95 KM COMBINE RCFW2 AND FW03

96 KM TWAIN AND LINDELL

97 HC 2

*

98 KK RCFW3

99 KM ROUTE CFW3 TO CFW5

100 KM FACILITY = VALLEY VIEW DRAIN

101 KM FACILITY # = FWVV 0050

102 KM LINING = RCB

103 RD 7785 0.015 0.015 0 TRAP 8 0

*

104 KK FW5

105 BA 0.523

106 PB 2.77

107 LS 0 90.9

108 UD 0.515

*

109 KK CFW5

110 KM COMBINE RCFW3 AND FW5

111 KM TWAIN AND VALLEY VIEW

112 HC 2

*

113 KK DFW5

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

115 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)

116 KM CAPACITY = 210 CFS

117 DT DFW11

118 DI 0 210 1000 5000

119 DQ 0 210 210 210

*

120 KK RDFW5

121 KM ROUTE DFW5 TO CR4C1

122 KM FACILITY = VALLEY VIEW DRAIN

123 KM FACILITY # = FWVV 0025

124 KM LINING = RCB

125 RD 1200 0.003 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 4

 

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

 

126 KK CE2EA-C

127 BA 0.126

128 PB 2.77

129 LS 0 86.8

130 UD 0.428

*

131 KK RCE2EA

132 KM ROUTE CE2EA TO CR4C1

133 KM SPRING MOUNTAIN ROAD

134 RD 7600 0.01 0.016 0 TRAP 0 50

*

135 KK R4C1

136 BA 0.272

137 PB 2.77

138 LS 0 93.4

139 UD 0.419

*

140 KK CR4C1

141 KM COMBINE R4C1, RDFW5, AND RCE2EA

142 KM SPRING MOUNTAIN AND VALLEY VIEW

143 HC 3

*

144 KK RCR4C1

145 KM ROUTE CR4C1 TO CCE3FA

146 KM FACILITY = VALLEY VIEW DRAIN

147 KM FACILITY # = FWVV 0000, 0025

148 KM LINING = RCB

149 RD 2285 0.003 0.015 0 TRAP 10 0

*

150 KK CE2EC

151 BA 0.264

152 PB 2.77

153 LS 0 83.1

154 UD 0.308

*

155 KK RCE2EC

156 KM ROUTE CE2EC TO CCE2ED-C

157 KM DESERT INN

158 RD 5000 0.0144 0.016 0 TRAP 0 50

*

159 KK CE2ED-C

160 BA 0.313

161 PB 2.77

162 LS 0 91.7

163 UD 0.401

*

1 HEC-1 INPUT PAGE 5

 

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

 

164 KKCCE2ED-C

165 KM COMBINE RCE2EC AND CE2ED-C

166 KM DESERT INN AND DECATUR

167 HC 2

*

168 KK DCCE2ED

169 KM FLOW SPLIT TO CPS03

170 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY

171 KM REMAINING FLOW FLOWS EAST ON DESERT INN

172 KM DIDN FROM CITY WIDE

173 DT DCPS03

174 DI 0 1 100 200 300 390

175 DQ 0 0 60 120 172 210

*

176 KKRDCCE2ED

177 KM ROUTE DCCE2ED TO CE3FA

178 KM DESERT INN

179 RD 5100 0.0137 0.016 0 TRAP 0 50

*

180 KK CE3FA

181 BA 0.357

182 PB 2.77

183 LS 0 93.7

184 UD 0.412

*

185 KK CCE3FA

186 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA

187 KM DESERT INN AND VALLEY VIEW

188 HC 3

*

189 KK RCCE3FA

190 KM ROUTE CCE3FA TO CCPS06

191 KM FACILITY = VALLEY VIEW DRAIN

192 KM FACILITY # = FWVV 0000

193 KM LINING = RCB

194 RD 500 0.003 0.015 0 TRAP 12 0

*

195 KK PS01-C

196 BA 0.407

197 PB 2.77

198 LS 0 85.4

199 UD 0.364

*

1 HEC-1 INPUT PAGE 6

 

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

 

200 KK RPS01-C

201 KM ROUTE PS01-C TO CPS03

202 KM FACILITY = PALMYRA/SIRIUS DRAIN

203 KM FACILITY # = FWPS 0157

204 KM LINING = RCP

205 RD 2600 0.0115 0.013 0 CIRC 8

*

206 KK PS03

207 BA 0.193

208 PB 2.77

209 LS 0 90.4

210 UD 0.226

*

211 KK CPS03

212 KM COMBINE RPS01-C AND PS03

213 KM DECATUR AND PALMYRA

214 HC 2

*

215 KK ED01

216 BA 0.254

217 PB 2.77

218 LS 0 85.9

219 UD 0.379

*

220 KK RED01

221 KM ROUTE ED01 TO CED02

222 KM EDNA AVENUE

223 RD 5100 0.0139 0.016 0 TRAP 0 50

*

224 KK ED02

225 BA 0.312

226 PB 2.77

227 LS 0 88.7

228 UD 0.407

*

229 KK ED11

230 BA 0.242

231 PB 2.77

232 LS 0 85.3

233 UD 0.370

*

234 KK ED12

235 BA 0.198

236 PB 2.77

237 LS 0 90.5

238 UD 0.337

*

1 HEC-1 INPUT PAGE 7

 

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

 

239 KK CED12

240 KM COMBINE ED11 AND ED12

241 KM JONES AND ELDORA

242 HC 2

*

243 KK RCED12

244 KM ROUTE CED12 TO CED13

245 KM ELDORA STREET

246 RD 5100 0.0135 0.016 0 TRAP 0 50

*

247 KK ED13

248 BA 0.208

249 PB 2.77

250 LS 0 91.8

251 UD 0.382

*

252 KK CED13

253 KM COMBINE RCED12 AND ED13

254 KM DECATUR AND ELDORA

255 HC 2

*

256 KK RCED13

257 KM ROUTE CED13 TO CED02

258 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

259 KM FACILITY # = PSDE 0025

260 KM LINING = RCB

261 RD 1320 0.0025 0.015 0 TRAP 10 0

*

262 KK CED02

263 KM COMBINE RED01, ED02, AND RCED13

264 KM DECATUR AND EDNA

265 HC 3

*

266 KK RCED02

267 KM ROUTE CED02 TO CPS03

268 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

269 KM FACILITY # = PSDE 0000

270 KM LINING = RCB

271 RD 1330 0.0038 0.015 0 TRAP 12 0

*

272 KK DCPS03

273 KM RETRIEVE DPS03

274 DR DCPS03

*

1 HEC-1 INPUT PAGE 8

 

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

 

275 KK RDPS03

276 KM ROUTE DCPS03 TO CPS03

277 KM DECATUR

278 RD 1200 0.0033 0.016 0 TRAP 0 50

*

279 KK CCPS03

280 KM COMBINE CPS03, RDPS03 AND RCED02

281 KM DECATUR AND PALMYRA

282 HC 3

*

283 KK RCCPS03

284 KM ROUTE CCPS03 TO CPS06

285 KM FACILITY = PALMYRA/SIRIUS DRAIN

286 KM FACILITY # = FWPS 0057

287 KM LINING = RCP

288 RD 5280 0.0128 0.015 0 TRAP 10 0

*

289 KK PS06-C

290 BA 0.387

291 PB 2.77

292 LS 0 91.5

293 UD 0.317

*

294 KK CPS06

295 KM COMBINE RCPS03 AND PS06-C

296 KM VALLEY VIEW AND SIRIUS

297 HC 2

*

298 KK CCPS06

299 KM COMBINE CPS06 AND RCCE3FA

300 KM VALLEY VIEW AND SIRIUS

301 HC 2

*

302 KK RCCPS06

303 KM ROUTE CCPS06 TO CRCPS06

304 KM FACILITY = PALMYRA/SIRIUS DRAIN

305 KM FACILITY # = FWPS 0000

306 KM LINING = RCB

307 RD 3000 0.015 0.015 0 TRAP 12 0

*

308 KK FW09

309 BA 0.255

310 PB 2.77

311 LS 0 94.0

312 UD 0.399

*

1 HEC-1 INPUT PAGE 9

 

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

 

313 KK DSPM

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

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

316 DT DSM

317 DI 0 50 100 200 300 400 1000 2000

318 DQ 0 0 20 60 160 260 260 260

*

319 KK RDSPM

320 KM ROUTE DSPM TO CCE3FD-C

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

322 KM LINING = RCP

323 RD 1390 0.0046 0.015 0 CIRC 5

*

324 KK CE3FD-C

325 BA 0.281

326 PB 2.77

327 LS 0 94.0

328 UD 0.431

*

329 KKCCE3FD-C

330 KM COMBINE RDSPM AND CE3FD-C

331 KM FREEWAY CHANNEL AND DESERT INN

332 HC 2

*

333 KK RCCE3FD

334 KM ROUTE CCE3FD-C TO CRCPS06

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

336 KM FACILITY # = FW15 0301

337 KM LINING = CONCRETE

338 RD 1300 0.0042 0.015 0 TRAP 12 2

*

339 KK CRCPS06

340 KM COMBINE RCCCE3FD AND RCCPS06

341 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA

342 HC 2

*

343 KKRCRCPS06

344 KM ROUTE CRCPS06 TO CPS08

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

346 KM FACILITY # = FW15 0271

347 KM LINING = RCB

348 RD 1520 0.0059 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 10

 

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

 

349 KK PS08

350 BA 0.179

351 PB 2.77

352 LS 0 92.3

353 UD 0.238

*

354 KK CPS08

355 KM COMBINE RCRCPS06 AND PS08

356 KM FREEWAY CHANNEL AND SUBBASIN PS08

357 HC 2

*

358 KK ED05-C

359 BA 0.441

360 PB 2.77

361 LS 0 91.3

362 UD 0.495

*

363 KK RED05-C

364 KM ROUTE ED05-C TO CCPS08

365 KM EDNA AVENUE

366 RD 1900 0.0158 0.016 0 TRAP 0 50

*

367 KK CCPS08

368 KM COMBINE CPS08 AND RED05-C

369 KM EDNA AND FREEWAY CHANNEL

370 HC 2

*

371 KK RCCPS08

372 KM ROUTE CCPS08 TO CED10-C

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

374 KM FACILITY # = FW15 0242

375 KM LINING = RCB

376 RD 1500 0.0093 0.015 0 TRAP 24 0

*

377 KK ED10-C

378 BA 0.217

379 PB 2.77

380 LS 0 90.8

381 UD 0.293

*

382 KK CED10-C

383 KM COMBINE RCCPS08 AND ED10-C

384 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C

385 HC 2

*

1 HEC-1 INPUT PAGE 11

 

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

 

386 KKRCED10-C

387 KM ROUTE CED10-C TO CSA08

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

389 KM FACILITY # = FW15 0214

390 KM LINING = RCB

391 RD 1610 0.0073 0.015 0 TRAP 24 0

*

392 KK SA06-C

393 BA 0.203

394 PB 2.77

395 LS 0 93.7

396 UD 0.384

*

397 KK RSA06-C

398 KM ROUTE SA06-C TO CSA08

399 KM FACILITY = FREEWAY CHANNEL SAHARA

400 KM FACILITY # = FWSA 0000

401 KM LINING = RCB

402 RD 5700 0.0149 0.015 0 TRAP 7 0

*

403 KK SA08

404 BA 0.218

405 PB 2.77

406 LS 0 94.0

407 UD 0.265

*

408 KK CSA08

409 KM COMBINE RSA06-C AND SA08

410 KM FREEWAY CHANNEL AND SAHARA AVENUE

411 HC 2

*

412 KK CCSA08

413 KM COMBINE RCED10-C AND CSA08

414 KM FREEWAY CHANNEL AND SAHARA AVENUE

415 HC 2

*

416 KK RCCSA08

417 KM ROUTE CCSA08 TO COK11-C

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

419 KM FACILITY # = FW15 0125,0150,0175

420 KM LINING = RCB

421 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

 

422 KK CH14-C

423 BA 0.168

424 PB 2.77

425 LS 0 91.6

426 UD 0.432

*

427 KK RCH14-C

428 KM ROUTE CH14-C TO COK09-C

429 KM OAKEY

430 RD 2225 0.022 0.016 0 TRAP 0 50

*

431 KK OK09-C

432 BA 0.377

433 PB 2.77

434 LS 0 91.8

435 UD 0.606

*

436 KK COK09-C

437 KM COMBINE RCH14-C AND OK09-C

438 KM OAKEY AND CAMPBELL

439 HC 2

*

440 KKRCOK09-C

441 KM ROUTE COK09-C TO COK10

442 KM FACILITY = OAKEY DRAIN

443 KM FACILITY # = FWOK 0040, 0060, 0076

444 KM LINING = RCB

445 RD 2300 0.015 0.015 0 TRAP 5 0

*

446 KK OK10

447 BA 0.307

448 PB 2.77

449 LS 0 90.7

450 UD 0.379

*

451 KK COK10

452 KM COMBINE RCOK09-C AND OK10

453 KM OAKEY AND VILLA DE CONDE

454 HC 2

*

455 KK RCOK10

456 KM ROUTE COK10 TO 1COK11C

457 KM FACILITY = OAKEY DRAIN

458 KM FACILITY # = FWOK 0000, 0020, 0040

459 KM LINING = RCB

460 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

 

461 KK OK11-C

462 BA 0.308

463 PB 2.77

464 LS 0 90.2

465 UD 0.528

*

466 KK 1COK11C

467 KM COMBINE RCOK10, AND OK11-C

468 KM OAKEY DRAIN @ FREEWAY CHANNEL

469 HC 2

*

470 KK COK11C

471 KM COMBINE RCCSA08 AND 1COK11C

472 KM FREEWAY CHANNEL AND OAKEY

473 HC 2

*

474 KK RCOK11C

475 KM ROUTE COK11C TO CCWAL2

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

477 KM FACILITY # = FW15 0100

478 KM LINING = RCB

479 RD 1575 0.0017 0.015 0 TRAP 36 0

*

480 KK WAL1

481 BA 0.209

482 PB 2.77

483 LS 0 88.7

484 UD 0.316

*

485 KK RWAL1

486 KM ROUTE WAL1 TO CWAL2

487 KM WALDMAN

488 RD 3100 0.0081 0.016 0 TRAP 0 50

*

489 KK WAL2

490 BA 0.245

491 PB 2.77

492 LS 0 86.1

493 UD 0.367

*

494 KK CWAL2

495 KM COMBINE RWAL1 AND WAL2

496 HC 2

*

1 HEC-1 INPUT PAGE 14

 

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

 

497 KK CCWAL2

498 KM COMBINE RCOK11C AND CWAL2

499 KM FREEWAY CHANNEL AND WALDMAN

500 HC 2

*

501 KK RCCWAL2

502 KM ROUTE CCWAL2 TO CCH50

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

504 KM FACILITY # = FW15 0089, 0050

505 KM LINING = RCB

506 RD 1850 0.0017 0.015 0 TRAP 36 0

*

507 KK CH50

508 BA 0.258

509 PB 2.77

510 LS 0 94.3

511 UD 0.544

*

512 KK CCH50

513 KM COMBINE RCCWAL2 AND CH50

514 KM COMBINATION AT FREEWAY CHANNEL

515 HC 2

*

516 KK CH15-C

517 BA 0.237

518 PB 2.77

519 LS 0 91.3

520 UD 0.332

*

521 KK RCH15-C

522 KM ROUTE CH15-C TO CCH18-C

523 KM CHARLESTON

524 RD 3900 0.0103 0.016 0 TRAP 0 50

*

525 KK CH18-C

526 BA 0.290

527 PB 2.774

528 LS 0 90.1

529 UD 0.327

*

530 KK CCH18-C

531 KM COMBINE RCH15-C AND CH18-C

532 KM RANCHO DR AND CHARLESTON

533 HC 2

*

1 HEC-1 INPUT PAGE 15

 

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

 

534 KKRCCH18-C

535 KM ROUTE CCH18-C TO CCCH18-C

536 KM FACILITY = WEST CHARLESTON DRAINS

537 KM FACILITY # = FWCH 0044, 0047

538 KM LINING = RCB

539 RD 850 0.0205 0.015 0 TRAP 7 0

*

540 KK AL92

541 BA 0.429

542 PB 2.77

543 LS 0 83.9

544 UD 0.489

*

545 KK DAL92

546 KM FLOW SPLIT TO AL93

547 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO

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

549 DT DAL93

550 DI 0 310 1000

551 DQ 0 120 390

*

552 KK RDAL92

553 KM ROUTE DAL92 TO CAL95

554 KM RANCHO

555 RD 1300 0.0015 0.016 0 TRAP 0 50

*

556 KK AL95-C

557 BA 0.192

558 PB 2.77

559 LS 0 84.7

560 UD 0.313

*

561 KK CAL95

562 KM COMBINE RDAL92 AND AL95-C

563 KM RANCHO AND PALOMINO

564 HC 2

*

565 KKRCAL95-C

566 KM ROUTE CAL95 TO CCCH18-C

567 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO

568 KM FACILITY # = CHRA 0000, 0006, 0014

569 KM LINING = RCB

570 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

 

571 KKCCCH18-C

572 KM COMBINE RCAL95-C AND RCCH18-C

573 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS

574 HC 2

*

575 KKRCCCH18C

576 KM ROUTE CCCH18-C TO CCH22

577 KM FACILITY = WEST CHARLESTON DRAINS

578 KM FACILITY # = FWCH 0000, 0020, 0036

579 KM LINING = RCP

580 RD 2975 0.0074 0.015 0 TRAP 10

*

581 KK CH22-C

582 BA 0.230

583 PB 2.77

584 LS 0 94.7

585 UD 0.422

*

586 KK CCH22

587 KM COMBINE RCCCH18C AND CH22-C

588 KM I15 AND CHARLESTON

589 HC 2

*

590 KK CCCH22

591 KM COMBINE CCH50 AND CCH22

592 KM FREEWAY CHANNEL AND CHARLESTON

593 HC 2

*

594 KK RCCCH22

595 KM ROUTE CCCH22 TO CAL96

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

597 KM FACILITY # = FW15 0010, 0038

598 KM LINING = RCB

599 RD 2622 0.0017 0.015 0 TRAP 36 0

*

* CHARLESTON BLVD WATERSHED

*

600 KK CH51

601 BA 0.237

602 PB 2.77

603 LS 0 92.5

604 UD 0.467

*

1 HEC-1 INPUT PAGE 17

 

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

 

605 KK RCH51

606 KM ROUTE CH51 TO CCH52

607 KM FACILITY = FLAMINGO - BOULDER NORTH

608 KM FACILITY # = FLBN 0342

609 KM LINING = RCB

610 RD 4300 0.0042 0.015 0 TRAP 7 0

*

611 KK CH52-C

612 BA 0.311

613 PB 2.77

614 LS 0 94.8

615 UD 0.389

*

616 KK CCH52

617 KM COMBINE CCCH22, RCH51 AND CH52-C

618 KM CHARLESTON AND LAS VEGAS BLVD

619 HC 3

*

620 KK RCCH52

621 KM ROUTE CCH52 TO CCH56

622 KM FACILITY = FLAMINGO - BOULDER NORTH

623 KM FACILITY # = FLBN 0281

624 KM LINING = RCB

625 RD 2000 0.0133 0.015 0 TRAP 10 0

*

626 KK CH56-A

627 BA 0.140

628 PB 2.77

629 LS 0 92.4

630 UD 0.362

*

631 KK CCH56A

632 KM COMBINE RCCH52 AND CH56-A

633 KM CHARLESTON AND 10TH ST

634 HC 2

*

635 KK RCCH56A

636 KM ROUTE CCH56A TO CCH56B

637 KM FACILITY = FLAMINGO - BOULDER NORTH

638 KM FACILITY # = FLBN 0281

639 KM LINING = RCB

640 RD 1100 0.0133 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 18

 

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

 

641 KK CH56-B

642 BA 0.244

643 PB 2.77

644 LS 0 90.0

645 UD 0.492

*

646 KK DFLAM

647 KM RETRIEVE DFLAM

648 DR DFLAM

*

649 KK RDFLAM

650 KM ROUTE DFLAM TO CCH60A

651 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

652 KM FACILITY # = FLMP 0000

653 KM LINING = RCB

654 RD 5300 0.0049 0.015 0 TRAP 8 0

*

655 KK CH60-A

656 BA 0.377

657 PB 2.77

658 LS 0 91.8

659 UD 0.440

*

660 KK CCH60A

661 KM COMBINE RDFLAM AND CH60-A

662 HC 2

*

663 KK CCH56B

664 KM COMBINE RCCH56A, CH56-B, AND CCH60A

665 KM MARYLAND PARKWAY AND CHARLESTON

666 HC 3

*

667 KK RCCH56B

668 KM ROUTE CCH56B TO CCH63-A

669 KM FACILITY = FLAMINGO - BOULDER NORTH

670 KM FACILITY # = FLBN 0205

671 KM LINING = RCB

672 RD 1200 0.023 0.015 0 TRAP 10 0

*

673 KK CH63-A

674 BA 0.112

675 PB 2.77

676 LS 0 89.7

677 UD 0.245

*

1 HEC-1 INPUT PAGE 19

 

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

 

678 KK CCH63A

679 KM COMBINE RCCH56B AND CH63-A

680 KM CHARLESTON AND 15TH ST

681 HC 2

*

682 KK RCCH63A

683 KM ROUTE CCH63A TO CCH63B

684 KM FACILITY = FLAMINGO - BOULDER NORTH

685 KM FACILITY # = FLBN 0205

686 KM LINING = RCB

687 RD 2800 0.023 0.015 0 TRAP 10 0

*

688 KK CH63-B

689 BA 0.153

690 PB 2.77

691 LS 0 90.4

692 UD 0.172

*

693 KK CCH63B

694 KM COMBINE RCCH63A AND CH63-B

695 KM CHARLESTON AND BURNHAM

696 HC 2

*

697 KK RCCH63B

698 KM ROUTE CCH63B TO CCH68A

699 KM FACILITY = FLAMINGO - BOULDER NORTH

700 KM FACILITY # = FLBN 0180

701 KM LINING = RCB

702 RD 1900 0.0131 0.015 0 TRAP 20 0

*

703 KK CH68-A

704 BA 0.294

705 PB 2.77

706 LS 0 90.2

707 UD 0.367

*

708 KK CCH68A

709 KM COMBINE RCCH63B AND CH68-A

710 KM CHARLESTON AND BOULDER HIGHWAY

711 HC 2

*

712 KK RCCH68A

713 KM ROUTE CCH68A TO CCH67A

714 KM FACILITY = FLAMINGO - BOULDER NORTH

715 KM FACILITY # = FLBN 0038

716 KM LINING = RCB

717 RD 960 0.0059 0.015 0 TRAP 15 0

*

1 HEC-1 INPUT PAGE 20

 

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

 

718 KK CH67-A

719 BA 0.333

720 PB 2.77

721 LS 0 86.0

722 UD 0.359

*

723 KK CCH67A

724 KM COMBINE RCCH68A AND CH67-A

725 HC 2

*

726 KK RCCH67A

727 KM ROUTE CCH67A TO CFR04

728 KM FACILITY = FLAMINGO - BOULDER NORTH

729 KM FACILITY # = FLBN 0038

730 KM LINING = RCB

731 RD 4340 0.0059 0.015 0 TRAP 15 0

*

732 KK CH64-A

733 BA 0.297

734 PB 2.77

735 LS 0 90.0

736 UD 0.527

*

737 KK RCH64-A

738 KM ROUTE CH64-A TO CFR04A

739 KM OAKEY TO BOULDER HIGHWAY

740 RD 7100 0.018 0.016 0 TRAP 0 50

*

741 KK FR04-A

742 BA 0.255

743 PB 2.77

744 LS 0 87.8

745 UD 0.343

*

746 KK CFR04A

747 KM COMBINE RCH64 AND FR04-A

748 HC 2

*

749 KK CCFR04A

750 KM COMBINE RCCH67A AND CFR04A

751 KM OAKEY AND BOULDER HIGHWAY

752 HC 2

*

1 HEC-1 INPUT PAGE 21

 

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

 

753 KKRCCFR04A

754 KM ROUTE CCFR04A TO CCFR03A

755 KM FACILITY = FLAMINGO - BOULDER NORTH

756 KM FACILITY # = FLBN 0038

757 KM LINING = RCB

758 RD 1800 0.0059 0.015 0 TRAP 15 0

*

759 KK FR03-A

760 BA 0.233

761 PB 2.77

762 LS 0 84.8

763 UD 0.361

*

764 KK CFR03A

765 KM COMBINE RCCFR04A AND FR03-A

766 KM BOULDER HIGHWAY AND ST. LOUIS

767 HC 2

*

768 KK RCFR03A

769 KM ROUTE CFR03A TO CFR03C

770 KM FACILITY = FLAMINGO - BOULDER NORTH

771 KM FACILITY # = FLBN 0038

772 KM LINING = RCB

773 RD 2000 0.0059 0.015 0 TRAP 15 0

*

* SAHARA AVE WATERSHED

*

774 KK SA10-2

775 BA 0.204

776 PB 2.77

777 LS 0 91.9

778 UD 0.633

*

779 KK SA10-1

780 BA 0.277

781 PB 2.77

782 LS 0 92.6

783 UD 0.611

*

784 KK CSA10-1

785 KM COMBINE SA10-1 AND SA10-2

786 KM NEAR SAHARA AND UPRR

787 HC 2

*

1 HEC-1 INPUT PAGE 22

 

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

 

788 KKRCSA10-1

789 KM ROUTE CSA10-1 TO CSA11

790 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

791 KM FACILITY # = BHSA 0289

792 KM LINING = RCB

793 RD 2300 0.0087 0.015 0 TRAP 14 0

*

794 KK SA11

795 BA 0.395

796 PB 2.77

797 LS 0 94.9

798 UD 0.511

*

799 KK CSA11

800 KM COMBINE RCSA10 AND SA11

801 KM SAHARA AND LAS VEGAS BLVD

802 HC 2

*

803 KK RCSA11

804 KM ROUTE CSA11 TO CSA13-CB

805 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

806 KM FACILITY # = BHSA 0175

807 KM LINING = RCB

808 RD 3030 0.0067 0.015 0 TRAP 14 0

*

809 KK SA13-CB

810 BA 0.115

811 PB 2.77

812 LS 0 93.7

813 UD 0.328

*

814 KKCSA13-CB

815 KM COMBINE RCSA11 AND SA13-CB

816 KM MARYLAND PARKWAY AND SAHARA

817 HC 2

*

818 KKRCSA13-CB

819 KM ROUTE CSA13-CB TO CFR01B

820 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

821 KM FACILITY # = BHSA 0175

822 KM LINING = RCB

823 RD 1670 0.0067 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 23

 

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

 

824 KK FR01B

825 BA 0.067

826 PB 2.77

827 LS 0 93.1

828 UD 0.313

*

829 KK CFR01B

830 KM COMBINE RCSA13-CB AND FR01B

831 KM 10TH STREET AND SAHARA

832 HC 2

*

833 KK RCFR01B

834 KM ROUTE CFR01B TO CSA13-CC

835 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

836 KM FACILITY # = BHSA 0175

837 KM LINING = RCB

838 RD 1315 0.0067 0.015 0 TRAP 14 0

*

839 KK SA13-CC

840 BA 0.110

841 PB 2.77

842 LS 0 94.6

843 UD 0.319

*

844 KKCSA13-CC

845 KM COMBINE RCFR01B AND SA13-CC

846 KM MARYLAND PARKWAY AND SAHARA

847 HC 2

*

848 KKRCSA13-CC

849 KM ROUTE CSA13-CC TO CFR02A

850 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

851 KM FACILITY # = BHSA 0075

852 KM LINING = RCB

853 RD 1330 0.0211 0.015 0 TRAP 12 0

*

854 KK FR02A

855 BA 0.114

856 PB 2.77

857 LS 0 90.9

858 UD 0.275

*

1 HEC-1 INPUT PAGE 24

 

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

 

859 KK CFR02A

860 KM COMBINE RCSA13-CC AND FR02A

861 KM 15TH STREET AND SAHARA

862 HC 2

*

863 KK RCFR02A

864 KM ROUTE CFR02A TO CFR02B

865 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

866 KM FACILITY # = BHSA 0075

867 KM LINING = RCB

868 RD 1240 0.0211 0.015 0 TRAP 12 0

*

869 KK FR02B

870 BA 0.042

871 PB 2.77

872 LS 0 86.2

873 UD 0.152

*

874 KK CFR02B

875 KM COMBINE RCFR02A AND FR02B

876 KM 17TH STREET AND SAHARA

877 HC 2

*

* KKRCFR02B

* KMROUTE CFR02B TO SA14A

* KMFACILITY = BOULDER HIGHWAY - SAHARA AVENUE

* KMFACILITY # = BHSA 0075

* KMLINING = RCB

* RD210 0.0211 0.015 0 TRAP 12 0

*

878 KK SA14A

879 BA 0.127

880 PB 2.77

881 LS 0 90.7

882 UD 0.228

*

883 KK CSA14A

884 KM COMBINE RCFR02B AND SA14A

885 KM SPENCER AND SAHARA

886 HC 2

*

887 KK RCSA14A

888 KM ROUTE CSA14A TO CSA14B

889 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

890 KM FACILITY # = BHSA 0075

891 KM LINING = RCB

892 RD 1300 0.0211 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE 25

 

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

 

893 KK SA13-CA

894 BA 0.245

895 PB 2.77

896 LS 0 94.5

897 UD 0.631

*

898 KKRSA13-CA

899 KM ROUTE SA13-CA TO CFW40A

900 KM FACILITY = KAREN AVE

901 RD 4070 0.0214 0.016 0 TRAP 0 50

*

902 KK FW40A

903 BA 0.118

904 PB 2.77

905 LS 0 85.1

906 UD 0.264

*

907 KK CFW40A

908 KM COMBINE RSA13-CA AND FW40A

909 KM BURNHAM AND KAREN

910 HC 2

*

911 KK DFW40AN

912 KM FLOW SPLIT AT BURNHAM/KAREN

913 KM DIVERTED FLOW CONTINUES IN KAREN

914 DT DFW40AE

915 DI 0 100 200 300

916 DQ 0 82 164 246

*

917 KKRDFW40AN

918 KM ROUTE DFW40AN TO CSA14B

919 KM FACILITY = BURNHAM AVE

920 RD 1250 0.0080 0.016 0 TRAP 0 50

*

921 KK SA14B

922 BA 0.058

923 PB 2.77

924 LS 0 90.9

925 UD 0.175

*

926 KK CSA14B

927 KM COMBINE RCSA14A, RDFW40AN AND SA14B

928 KM BURNHAM AND SAHARA

929 HC 3

*

1 HEC-1 INPUT PAGE 26

 

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

 

930 KK RCSA14B

931 KM ROUTE CSA14B TO CSA14C

932 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

933 KM FACILITY # = BHSA 0075

934 KM LINING = RCB

935 RD 1325 0.0211 0.015 0 TRAP 12 0

*

936 KK FR01A

937 BA 0.177

938 PB 2.77

939 LS 0 91.3

940 UD 0.499

*

941 KK RFR01A

942 KM ROUTE FR01A TO FR02C

943 KM FACILITY = ST LOUIS AVE

944 RD 5400 0.0209 0.016 0 TRAP 0 50

*

945 KK FR02C

946 BA 0.258

947 PB 2.77

948 LS 0 87.1

949 UD 0.375

*

950 KK CFR02C

951 KM COMBINE RFR01A AND FR02C

952 KM EASTERN AND ST LOUIS AVE

953 HC 2

*

954 KK RFR02C

955 KM ROUTE CFR02 TO CSA14C

956 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

957 KM FACILITY # = SAEA 0000

958 KM LINING = RCB

959 RD 1440 0.002 0.015 0 TRAP 10 0

*

960 KK SA14C

961 BA 0.060

962 PB 2.77

963 LS 0 93.2

964 UD 0.179

*

1 HEC-1 INPUT PAGE 27

 

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

 

965 KK CSA14C

966 KM COMBINE RCSA14B, RFR02C AND SA14C

967 KM EASTERN AND SAHARA

968 HC 3

*

969 KK RCSA14C

970 KM ROUTE CSA14C TO CSA16A

971 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

972 KM FACILITY # = BHSA 0026

973 KM LINING = RCB

974 RD 1300 0.013 0.015 0 TRAP 14 0

*

975 KK SA16A

976 BA 0.059

977 PB 2.77

978 LS 0 90.9

979 UD 0.199

*

980 KK CSA16A

981 KM COMBINE RCSA14C AND SA16A

982 KM ATLANTIC AND SAHARA

983 HC 2

*

984 KK RCSA16A

985 KM ROUTE CSA16A TO CSA16B

986 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

987 KM FACILITY # = BHSA 0026

988 KM LINING = RCB

989 RD 1315 0.013 0.015 0 TRAP 14 0

*

990 KK DFW40AE

991 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

992 DR DFW40AE

*

993 KK FW41A

994 BA 0.160

995 PB 2.77

996 LS 0 84.0

997 UD 0.337

*

998 KK CFW41A

999 KM COMBINE DFW40AE AND FW41A

1000 KM MCLEOD AND KAREN

1001 HC 2

*

1 HEC-1 INPUT PAGE 28

 

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

 

1002 KK DFW41AN

1003 KM FLOW SPLIT AT MCLEOD/KAREN

1004 KM DIVERTED FLOW CONTINUES IN KAREN

1005 DT DFW41AE

1006 DI 0 100 200 300 400

1007 DQ 0 63 128 194 260

*

1008 KKRDFW41AN

1009 KM ROUTE DFW41AN TO CSA16B

1010 KM FACILITY = MCLEOD DR

1011 RD 1295 0.0116 0.016 0 TRAP 0 50

*

1012 KK SA16B

1013 BA 0.060

1014 PB 2.77

1015 LS 0 89.6

1016 UD 0.206

*

1017 KK CSA16B

1018 KM COMBINE RCSA16A, RDFW41AN AND SA16B

1019 KM MCLEOD AND SAHARA

1020 HC 3

*

1021 KK RCSA16B

1022 KM ROUTE CSA16B TO CSA16C

1023 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

1024 KM FACILITY # = BHSA 0026

1025 KM LINING = RCB

1026 RD 1390 0.013 0.015 0 TRAP 14 0

*

1027 KK SA16C

1028 BA 0.065

1029 PB 2.77

1030 LS 0 90.6

1031 UD 0.192

*

1032 KK CSA16C

1033 KM COMBINE RCSA16B AND SA16C

1034 KM SAHARA AND MOJAVE

1035 HC 2

*

1036 KK FR03-B

1037 BA 0.065

1038 PB 2.77

1039 LS 0 90.6

1040 UD 0.192

*

1 HEC-1 INPUT PAGE 29

 

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

 

1041 KK CFR03B

1042 KM COMBINE CSA16C AND FR03-B

1043 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

1044 HC 2

*

1045 KK RCFR03B

1046 KM ROUTE CFR03B TO CCFR03

1047 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

1048 KM FACILITY # = BHSA 0000

1049 KM LINING = RCB

1050 RD 1300 0.0079 0.015 0 TRAP 14 0

*

1051 KK FR03-C

1052 BA 0.036

1053 PB 2.77

1054 LS 0 92.0

1055 UD 0.230

*

1056 KK CCFR03

1057 KM COMBINE RCFR03B, RCFR03A AND FR03-C

1058 KM BOULDER HIGHWAY AND SAHARA

1059 HC 3

*

* WASHINGTON AVE WATERSHED

*

1060 KK AL96-C

1061 BA 0.181

1062 PB 2.77

1063 LS 0 94.6

1064 UD 0.350

*

1065 KK RAL96

1066 KM ROUTE AL96 TO CAL93

1067 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

1068 KM FACILITY # = FW15 0000

1069 KM LINING = RCB

1070 RD 2170 0.0017 0.015 0 TRAP 36 0

*

1071 KK DAL93

1072 KM RETRIEVE DAL93

1073 DR DAL93

*

1 HEC-1 INPUT PAGE 30

 

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

 

1074 KK RDAL93

1075 KM ROUTE DAL93 TO CAL93

1076 KM ALTA

1077 RD 5500 0.0046 0.016 0 TRAP 0 50

*

1078 KK AL93-C

1079 BA 0.524

1080 PB 2.77

1081 LS 0 91.0

1082 UD 0.367

*

1083 KK CAL93

1084 KM COMBINE RAL96, RDAL93, AND AL93-C

1085 KM COMBINATION WITH LAS VEGAS CREEK

1086 HC 3

*

1087 KK 1-GOLF

1088 BA 0.362

1089 PB 2.83

1090 LS 0 86.6

1091 UD 0.323

*

1092 KK R1-GOLF

1093 KM ROUTE 1-GOLF TO C2a-OAK

1094 KM VIA OLIVERO

1095 RD 2600 0.0269 0.016 0 TRAP 0 50

*

1096 KK2a-OAK-C

1097 BA 0.314

1098 PB 2.77

1099 LS 0 87.7

1100 UD 0.313

*

1101 KK C2a-OAK

1102 KM COMBINE R1-GOLFC AND 2a-OAK-C

1103 KM BUFFALO AND VIA OLIVERO

1104 HC 2

*

1105 KKRC2a-OAK

1106 KM ROUTE C2a-OAK TO C3-ELP-C

1107 KM VIA OLIVERO

1108 RD 4000 0.025 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 31

 

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

 

1109 KK 3-ELP-C

1110 BA 0.209

1111 PB 2.77

1112 LS 0 90.2

1113 UD 0.253

*

1114 KKC3-ELP-C

1115 KM COMBINE RC2a-OAK AND 3-ELP-C

1116 KM VIA OLIVERO AND MECH 0400

1117 HC 2

*

1118 KKRC3-ELPC

1119 KM ROUTE RC3-ELPC TO C3a-OAKC

1120 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1121 KM FACILITY # = MECH 0400

1122 KM LINING = RCB

1123 RD 1300 0.0143 0.015 0 TRAP 10 0

*

1124 KK3a-OAK-C

1125 BA 0.432

1126 PB 2.77

1127 LS 0 85.7

1128 UD 0.283

*

1129 KKC3a-OAKC

1130 KM COMBINE RC3-ELPC AND 3a-OAK-C

1131 KM O'BANNON AND MECH 0378

1132 HC 2

*

1133 KKRC3aOAKC

1134 KM ROUTE C3a-OAKC TO OAKEYIN

1135 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1136 KM FACILITY # = MECH 0338, 0378

1137 KM LINING = RCB

1138 RD 2805 0.016 0.015 0 TRAP 10 0

*

1139 KK3-HOLM-C

1140 BA 0.331

1141 PB 2.77

1142 LS 0 90.7

1143 UD 0.342

*

1 HEC-1 INPUT PAGE 32

 

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

 

1144 KKR3-HOLMC

1145 KM ROUTE R3-HOLMC TO C5-OAK-C

1146 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1147 KM FACILITY # = MECH 0334, 0337, 0351

1148 KM LINING = RCP

1149 RD 1700 0.005 0.013 0 CIRC 7.5 0

*

1150 KK 5-OAK-C

1151 BA 0.232

1152 PB 2.77

1153 LS 0 88.0

1154 UD 0.248

*

1155 KKC5-OAK-C

1156 KM COMBINE R3-HOLMC AND 5-OAK-C

1157 KM OAKEY DETENTION BASIN

1158 HC 2

*

1159 KK OAKEYIN

1160 KM COMBINE RC3aOAKC AND C5-OAK-C

1161 KM OAKEY DETENTION BASIN

1162 KO 1

1163 HC 2

*

1164 KK OAKEYDB

1165 KM OAKEY DETENTION BASIN

1166 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1167 KM FACILITY # = MECH 0324

1168 KM STORAGE VOLUME = 201 ACRE-FEET

1169 KM OUTLET = 1-15" OUTLET PIPE

1170 KM 100-YEAR DISCHARGE = 32 CFS

1171 KM SPILLWAY LENGTH = 290 FEET

1172 KM SPILLWAY HEIGHT =

1173 KM SPILLWAY CREST ELEVATION = 2348.5'

1174 KM SPILLWAY TYPE =

1175 KM PMF DISCHARGE =

1176 KM TOP OF EMBANKMENT ELEVATION =

1177 KO 1

1178 RS 1 STOR 0

1179 SV 0 2 6 14 25 40 57 77 101 130

1180 SV 144 159 174 191 201 206 219 231 244 256

1181 SE 26 28 30 31 34 36 38 40 42 44

1182 SE 45 46 47 48 48.5 49 50 51 52 53

1183 SS 48.5 290 3.1 1.5

1184 SL 26 1.4 0.65 0.5

*

1 HEC-1 INPUT PAGE 33

 

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

 

1185 KK OAKEYOT

1186 KM ROUTE OAKEYDB TO CCOK08

1187 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

1188 KM FACILITY # = MECH 0108, 0310, 0323

1189 KM LINING = RCP

1190 RD 9750 0.0143 0.013 0 CIRC 2.5

*

1191 KK SA01-C

1192 BA 0.263

1193 PB 2.77

1194 LS 0 94.5

1195 UD 0.340

*

1196 KK RSA01-C

1197 KM ROUTE SA01-C TO CSA05

1198 KM SAHARA

1199 RD 5200 0.0144 0.016 0 TRAP 0 50

*

1200 KK SA05

1201 BA 0.176

1202 PB 2.77

1203 LS 0 93.2

1204 UD 0.318

*

1205 KK CSA05

1206 KM COMBINE RSA01-C AND SA05

1207 KM SAHARA AND DECATUR

1208 HC 2

*

1209 KK RCSA05

1210 KM ROUTE CSA05 TO CSA06

1211 KM FACILITY = MEADOWS OAKEY DRAIN

1212 KM FACILITY # = MEOK 0217

1213 KM LINING = RCB

1214 RD 1276 0.0044 0.015 0 TRAP 12 0

*

1215 KK SA06

1216 BA 0.079

1217 PB 2.77

1218 LS 0 93.7

1219 UD 0.193

*

1 HEC-1 INPUT PAGE 34

 

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

 

1220 KK CSA06

1221 KM COMBINE RCSA05 AND SA06

1222 KM O'BANNON AND DECATUR

1223 HC 2

*

1224 KK OK06-C

1225 BA 0.174

1226 PB 2.77

1227 LS 0 91.1

1228 UD 0.302

*

1229 KK ROK06-C

1230 KM ROUTE OK06-C TO COK07

1231 KM OBANNON

1232 RD 5100 0.0147 0.016 0 TRAP 0 50

*

1233 KK OK07

1234 BA 0.241

1235 PB 2.77

1236 LS 0 87.1

1237 UD 0.335

*

1238 KK COK07

1239 KM COMBINE OK07, ROK06-C, AND CSA06

1240 KM O'BANNON AND DECATUR

1241 HC 3

*

1242 KK RCOK07

1243 KM ROUTE COK07 TO COK04-C

1244 KM FACILITY = MEADOWS OAKEY DRAIN

1245 KM FACILITY # = MEOK 0191, 0204

1246 KM LINING = RCB

1247 RD 1315 0.0071 0.015 0 TRAP 12 0

*

1248 KK OK03-C

1249 BA 0.363

1250 PB 2.77

1251 LS 0 90.8

1252 UD 0.317

*

1253 KK ROK03-C

1254 KM ROUTE OK03-C TO COK04-C

1255 KM OAKEY

1256 RD 5100 0.016 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 35

 

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

 

1257 KK OK04-C

1258 BA 0.198

1259 PB 2.77

1260 LS 0 85.7

1261 UD 0.365

*

1262 KK COK04-C

1263 KM COMBINE ROK03-C, OK04-C AND RCOK07

1264 KM OAKEY AND DECATUR

1265 HC 3

*

1266 KKRCOK04-C

1267 KM ROUTE COK04-C TO COK08

1268 KM FACILITY = MEADOWS OAKEY DRAIN

1269 KM FACILITY # = MEOK 0166

1270 KM LINING = RCB

1271 RD 1350 0.0045 0.015 0 TRAP 12 0

*

1272 KK OK08

1273 BA 0.083

1274 PB 2.77

1275 LS 0 91.0

1276 UD 0.184

*

1277 KK COK08

1278 KM COMBINE RCOK04-C AND OK08

1279 KM DEL RAY AND DECATUR

1280 HC 2

*

1281 KK CCOK08

1282 KM COMBINE COK08 AND OAKEYOT

1283 KM DEL RAY AND DECATUR

1284 HC 2

*

1285 KK RCCOK08

1286 KM ROUTE CCOK08 TO COK12

1287 KM FACILITY = MEADOWS OAKEY DRAIN

1288 KM FACILITY # = MEOK 0110

1289 KM LINING = RCB

1290 RD 2946 0.0077 0.015 0 TRAP 12 0

*

1291 KK CH04-C

1292 BA 0.175

1293 PB 2.77

1294 LS 0 92.7

1295 UD 0.240

*

1 HEC-1 INPUT PAGE 36

 

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

 

1296 KK RCH04-C

1297 KM ROUTE CH04-C TO CCH05-C

1298 KM FACILITY = MEADOWS CHARLESTON

1299 KM FACILITY # = MECN 0223

1300 KM LINING = RCB

1301 RD 3100 0.0204 0.015 0 TRAP 6 0

*

1302 KK CH05-C

1303 BA 0.163

1304 PB 2.77

1305 LS 0 94.3

1306 UD 0.329

*

1307 KK CCH05-C

1308 KM COMBINE RCH04-C AND CH05-C

1309 KM TORREY PINES AND CHARLESTON

1310 HC 2

*

1311 KKRCCH05-C

1312 KM ROUTE CCH05-C TO CCH09-C

1313 KM FACILITY = MEADOWS CHARLESTON

1314 KM FACILITY # = MECN 0123

1315 KM LINING = RCB

1316 RD 5200 0.0164 0.015 0 TRAP 8 0

*

1317 KK CH09-C

1318 BA 0.378

1319 PB 2.77

1320 LS 0 91.5

1321 UD 0.341

*

1322 KK CCH09-C

1323 KM COMBINE RCCH05-C AND CH09-C

1324 KM CHARLESTON AND LINDELL

1325 HC 2

*

1326 KKRCCH09-C

1327 KM ROUTE CCH09-C TO CCH10

1328 KM FACILITY = MEADOWS CHARLESTON

1329 KM FACILITY # = MECN 0061

1330 KM LINING = RCB

1331 RD 3300 0.0182 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 37

 

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

 

1332 KK CH10

1333 BA 0.279

1334 PB 2.77

1335 LS 0 93.1

1336 UD 0.222

*

1337 KK CCH10

1338 KM COMBINE RCCH09-C AND CH10

1339 KM CHARLESTON AND DECATUR

1340 HC 2

*

1341 KK RCCH10

1342 KM ROUTE CCH10 TO COK12

1343 KM FACILITY = MEADOWS CHARLESTON

1344 KM FACILITY # = MECN 0000

1345 KM LINING = RCB

1346 RD 1570 0.0109 0.015 0 TRAP 9 0

*

1347 KK OK12

1348 BA 0.050

1349 PB 2.77

1350 LS 0 95.6

1351 UD 0.163

*

1352 KK COK12

1353 KM COMBINE RCCOK08, RCCH10 AND OK12

1354 KM CHARLESTON AND MEOK 0110

1355 HC 3

*

1356 KK RCOK12

1357 KM ROUTE COK12 TO CCH14B

1358 KM FACILITY = MEADOWS OAKEY DRAIN

1359 KM FACILITY # = MEOK 0079, 0091

1360 KM LINING = RCB

1361 RD 1633 0.005 0.015 0 TRAP 18 0

*

1362 KK CH14B

1363 BA 0.217

1364 PB 2.77

1365 LS 0 90.8

1366 UD 0.356

*

1 HEC-1 INPUT PAGE 38

 

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

 

1367 KK CCH14B

1368 KM COMBINE RCOK12 AND CCH14B

1369 KM HINSON AND CHARLESTON

1370 HC 2

*

1371 KK RCCH14B

1372 KM ROUTE CCH14B TO COK13

1373 KM FACILITY = MEADOWS OAKEY DRAIN

1374 KM FACILITY # = MEOK 0000, 0048

1375 KM LINING = RCB

1376 RD 1950 0.005 0.015 0 TRAP 18 0

*

1377 KK OK13

1378 BA 0.099

1379 PB 2.77

1380 LS 0 92.7

1381 UD 0.376

*

1382 KK COK13

1383 KM COMBINE RCCH14B AND OK13

1384 KM FULTON PLACE AND VALLEY VIEW

1385 HC 2

*

1386 KK RCOK13

1387 KM ROUTE COK13 TO CCAL16

1388 KM FACILITY = MEADOWS OAKEY DRAIN

1389 KM FACILITY # = MEOK 0000, 0017

1390 KM LINING = RCB

1391 RD 2450 0.0091 0.015 0 TRAP 19 0

*

1392 KK R1

1393 BA 0.086

1394 PB 2.77

1395 LS 0 90.6

1396 UD 0.210

*

1397 KK PR1

1398 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1399 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1400 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN

1401 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON

1402 RS 1 ELEV 10.1

1403 SV 0 2.7 3.5

1404 SE 10.1 13.7 14.7

1405 SQ 0 90 113

*

1 HEC-1 INPUT PAGE 39

 

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

 

1406 KK RPR1

1407 KM ROUTE PR1 TO CR2

1408 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT

1409 RD 2900 0.0103 0.016 0 TRAP 0 50

*

1410 KK R3

1411 BA 0.275

1412 PB 2.77

1413 LS 0 91.3

1414 UD 0.297

*

1415 KK R2

1416 BA 0.045

1417 PB 2.77

1418 LS 0 90.7

1419 UD 0.228

*

1420 KK CR2

1421 KM COMBINE RPR1, R2 AND R3

1422 KM ALTA AND LORENZI

1423 HC 3

*

1424 KK DCR2

1425 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN

1426 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH

1427 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN

1428 DT DAL00A

1429 DI 0 150 1000

1430 DQ 0 0 850

*

1431 KK RDCR2

1432 KM ROUTE DCR2 TO CAL01A

1433 KM FACILITY = MEADOWS - ALTA

1434 KM FACILITY # = MEAL 0160, 0209

1435 KM LINING = RCP

1436 RD 4300 0.015 0.013 0 CIRC 4

*

1437 KK AL01A

1438 BA 0.123

1439 PB 2.77

1440 LS 0 90.5

1441 UD 0.254

*

1 HEC-1 INPUT PAGE 40

 

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

 

1442 KK CAL01A

1443 KM COMBINE AL01A AND RDCR2

1444 KM ALTA AND JONES

1445 HC 2

*

1446 KK RCAL01A

1447 KM ROUTE CAL01A TO CUS

1448 KM FACILITY = MEADOWS - ALTA

1449 KM FACILITY # = MEAL 0150, 0160

1450 KM LINING = RCP

1451 RD 1100 0.0125 0.013 0 CIRC 3

*

1452 KK US

1453 BA 0.030

1454 PB 2.77

1455 LS 0 90.5

1456 UD 0.171

*

1457 KK CUS

1458 KM COMBINE RAL01A AND US

1459 KM ALTA AND JONES

1460 HC 2

*

1461 KK AL04-C

1462 BA 0.179

1463 PB 2.77

1464 LS 0 90.3

1465 UD 0.346

*

1466 KK RAL04-C

1467 KM ROUTE AL04-C TO CCUS

1468 KM FACILITY = MEADOWS - ALTA

1469 KM FACILITY # = MEAL 0130

1470 KM LINING = RCB

1471 RD 1150 0.004 0.015 0 TRAP 6 0

*

1472 KK CCUS

1473 KM COMBINE CUS AND RAL04-C

1474 KM ALTA AND JONES

1475 HC 2

*

1476 KK RCCUS

1477 KM ROUTE CCUS TO CAL05-C

1478 KM FACILITY = MEADOWS - ALTA

1479 KM FACILITY # = MEAL 0120

1480 KM LINING = RCP

1481 RD 1900 0.01 0.013 0 CIRC 5 0

*

1 HEC-1 INPUT PAGE 41

 

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

 

1482 KK AL05-C

1483 BA 0.234

1484 PB 2.77

1485 LS 0 90.5

1486 UD 0.376

*

1487 KK GS

1488 BA 0.037

1489 PB 2.77

1490 LS 0 90.5

1491 UD 0.190

*

1492 KK DGS

1493 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1494 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1495 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM

1496 DT DGSR

1497 DI 0 27 72

1498 DQ 0 0 36

*

1499 KK CAL05-C

1500 KM COMBINE RCCUS, ALO5-C AND DGS

1501 KM ALTA AND UPLAND

1502 HC 3

*

1503 KKRCAL05-C

1504 KM ROUTE CAL05-C TO CBR3

1505 KM FACILITY = MEADOWS - ALTA

1506 KM FACILITY # = MEAL 0100, 0120

1507 KM LINING = RCP

1508 RD 2000 0.01 0.013 0 CIRC 5

*

1509 KK BR3

1510 BA 0.074

1511 PB 2.77

1512 LS 0 91.4

1513 UD 0.157

*

1514 KK CBR3

1515 KM COMBINE BR3 AND RCAL05-C

1516 KM ALTA AND WILDSHIRE

1517 HC 2

*

1 HEC-1 INPUT PAGE 42

 

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

 

1518 KK RCBR3

1519 KM ROUTE CBR3 TO CAL11-C

1520 KM FACILITY = MEADOWS - ALTA

1521 KM FACILITY # = MEAL 0060, 0100

1522 KM LINING = RCP

1523 RD 1400 0.01 0.013 0 CIRC 5

*

1524 KK AL09-C

1525 BA 0.162

1526 PB 2.77

1527 LS 0 90.6

1528 UD 0.252

*

1529 KK RAL09-C

1530 KM ROUTE AL09-C TO CAL11-C

1531 KM EVERGREEN / DECATUR

1532 RD 2400 0.0083 0.016 0 TRAP 0 50

*

1533 KK DGSR

1534 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS

1535 DR DGSR

*

1536 KK RDGSR

1537 KM ROUTE DGSR TO CAL11-C

1538 KM EVERGREEN / DECATUR

1539 RD 4600 0.0152 0.016 0 TRAP 0 50

*

1540 KK AL11-C

1541 BA 0.130

1542 PB 2.77

1543 LS 0 94.4

1544 UD 0.316

*

1545 KK CAL11-C

1546 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C

1547 KM ALTA AND DECATUR

1548 HC 4

*

1549 KKRCAL11-C

1550 KM ROUTE CAL11-C TO CAL10-C

1551 KM FACILITY = MEADOWS - ALTA

1552 KM FACILITY # = MEAL 0015

1553 KM LINING = RCP

1554 RD 2500 0.0194 0.013 0 CIRC 6

*

1 HEC-1 INPUT PAGE 43

 

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

 

1555 KK AL10-C

1556 BA 0.048

1557 PB 2.77

1558 LS 0 91.5

1559 UD 0.245

*

1560 KK CAL10-C

1561 KM COMBINE RCAL11-C AND AL10-C

1562 KM ALTA AND BEDFORD

1563 HC 2

*

1564 KKRCAL10-C

1565 KM ROUTE CAL10-C TO CAL13-3

1566 KM FACILITY = MEADOWS - ALTA

1567 KM FACILITY # = MEAL 0000,0012,0013

1568 KM LINING = CONCRETE

1569 RD 1180 0.0158 0.015 0 TRAP 8 1

*

1570 KK AL13-3

1571 BA 0.059

1572 PB 2.77

1573 LS 0 90.5

1574 UD 0.171

*

1575 KK CAL13-3

1576 KM COMBINE RCAL10-C AND AL13-3

1577 KM ALTA AND VALLEY VIEW

1578 HC 2

*

1579 KK AL14

1580 BA 0.457

1581 PB 2.77

1582 LS 0 93.3

1583 UD 0.525

*

1584 KK RAL14

1585 KM ROUTE AL14 TO CAL16

1586 KM VALLEY VIEW

1587 RD 1300 0.0115 0.016 0 TRAP 0 50

*

1588 KK AL16

1589 BA 0.148

1590 PB 2.77

1591 LS 0 92.2

1592 UD 0.326

*

1 HEC-1 INPUT PAGE 44

 

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

 

1593 KK 1CAL16

1594 KM COMBINE CAL13-3, RAL14, AND AL16

1595 KM ALTA AND VALLEY VIEW

1596 HC 3

*

1597 KK AL09

1598 BA 0.097

1599 PB 2.77

1600 LS 0 90.4

1601 UD 0.282

*

1602 KK RAL09

1603 KM ROUTE AL09 TO CCH14A

1604 KM FULTON

1605 RD 1500 0.0133 0.016 0 TRAP 0 50

*

1606 KK CH14A

1607 BA 0.148

1608 PB 2.77

1609 LS 0 89.4

1610 UD 0.340

*

1611 KK CCH14A

1612 KM COMBINE RAL09 AND CH14A

1613 KM VALLEY VIEW AND FULTON

1614 HC 2

*

1615 KK RCCH14A

1616 KM ROUTE CCH14A TO CAL16

1617 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM

1618 KM FACILITY # = MEPA 0000

1619 KM LINING = RCB

1620 RD 1370 0.005 0.015 0 TRAP 10 0

*

1621 KK CAL16

1622 KM COMBINE 1CAL16 AND RCCH14A

1623 KM ALTA AND VALLEY VIEW

1624 HC 2

*

1625 KK RCAL16

1626 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)

1627 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1628 KM FACILITY # = LCME 0070,0076,0077

1629 KM LINING = CONCRETE

1630 RD 973 0.0189 0.015 0 TRAP 18 1

*

1 HEC-1 INPUT PAGE 45

 

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

 

1631 KK CCAL16

1632 KM COMBINE RCAL16 AND RCOK13

1633 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE

1634 HC 2

*

1635 KK RCCAL16

1636 KM ROUTE CCAL16 TO CAL90-C

1637 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1638 KM FACILITY # = LCME 0040

1639 KM LINING = CONCRETE

1640 RD 525 0.004 0.015 0 TRAP 40 0

*

1641 KK AL90-C

1642 BA 0.171

1643 PB 2.77

1644 LS 0 91.9

1645 UD 0.328

*

1646 KK CAL90-C

1647 KM COMBINE RCCAL16 AND AL90-C

1648 HC 2

*

1649 KKRCAL90-C

1650 KM ROUTE CAL90-C TO MEADOWIN

1651 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1652 KM FACILITY # = LCME 0026, 0028

1653 KM LINING = CONCRETE

1654 RD 1030 0.004 0.015 0 TRAP 42 0

*

1655 KK MEDB

1656 BA 0.230

1657 PB 2.77

1658 LS 0 86.9

1659 UD 0.193

*

1660 KKMEADOWIN

1661 KM COMBINE RCAL90-C AND MEDB

1662 KM COMBINATION AT MEADOWS DETENTION BASIN

1663 KO 1

1664 HC 2

*

1665 KKMEADOWDB

1666 KM MEADOWS DETENTION BASIN

1667 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1668 KM FACILITY # = LCME 0021

1669 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)

1670 KM UPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 20

1 HEC-1 INPUT PAGE 46

 

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

 

1671 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT

1672 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)

1673 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB

1674 KM 100-YEAR DISCHARGE =

1675 KM SPILLWAY LENGTH = 150 FT

1676 KM SPILLWAY HEIGHT =

1677 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)

1678 KM SPILLWAY TYPE = OGEE

1679 KM PMF DISCHARGE =

1680 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT

1681 KO 1

1682 RS 1 STOR 0

1683 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02

1684 SV 174.64 196.67 211.98 213.27 235.09 309.3

1685 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43

1686 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5

1687 SQ 0 202.1 400 500 600 700 800 900 1000 1100

1688 SQ 1200 1300 1365 1380 1428 5248

*

1689 KKMEADOWOT

1690 KM ROUTE MEADOWDB TO CRMEDET

1691 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1692 KM FACILITY # = LCME 0000,0016,0018

1693 KM LINING = RCB

1694 RD 1145 0.0072 0.015 0 TRAP 14 0

*

1695 KK DAL00A

1696 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA

1697 DR DAL00A

*

1698 KK RDAL00A

1699 KM ROUTE DAL00A TO RAINBWIN

1700 KM FACILITY = LAS VEGAS CREEK - LORENZI

1701 KM FACILITY # = LCLO 0000, 0008

1702 KM LINING = RCB

1703 RD 2860 0.004 0.015 0 TRAP 7 0

*

1704 KK AL00A

1705 BA 0.474

1706 PB 2.77

1707 LS 0 90.8

1708 UD 0.355

*

1709 KK AL00A-C

1710 BA 0.230

1711 PB 2.77

1712 LS 0 93.0

1713 UD 0.305

*

1 HEC-1 INPUT PAGE 47

 

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

 

1714 KKRAINBWIN

1715 KM COMBINE RDAL00A, AL00A AND AL00A-C

1716 KM COMBINATION AT RAINBOW DETENTION BASIN

1717 HC 3

*

1718 KKRAINBWDB

1719 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)

1720 KM FACILITY = LAS VEGAS CREEK CHANNEL

1721 KM FACILITY # = LCCH 0513

1722 KM REFERENCED FROM THE 90% DESIGN REPORT FOR

1723 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)

1724 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION

1725 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE

1726 KM 100-YEAR DISCHARGE =

1727 KM SPILLWAY LENGTH = 137.8 FT

1728 KM SPILLWAY HEIGHT =

1729 KM SPILLWAY CREST ELEVATION = 2391.5 FT

1730 KM SPILLWAY TYPE = BROAD-CRESTED WEIR

1731 KM PMF DISCHARGE =

1732 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT

1733 KO 1

1734 RS 1 STOR 0

1735 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81

1736 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79

1737 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373

1738 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5

1739 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72

1740 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000

*

1741 KKRAINBWOT

1742 KM ROUTE RAINBWDB TO CLC01-C

1743 KM FACILITY = LAS VEGAS CREEK CHANNEL

1744 KM FACILITY # = LCCH 0499

1745 KM LINING = RCP

1746 RD 665 0.0188 0.013 0 CIRC 3.5

*

1747 KK LC01-C

1748 BA 0.089

1749 PB 2.77

1750 LS 0 91.8

1751 UD 0.301

*

1752 KK CLC01-C

1753 KM COMBINE RAINBWOT AND LC01-C

1754 KM US 95, EAST OF RAINBOW BLVD

1755 HC 2

*

1 HEC-1 INPUT PAGE 48

 

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

 

1756 KKRCLC01-C

1757 KM ROUTE CLC01-C TO CWA02-C

1758 KM FACILITY = LAS VEGAS CREEK CHANNEL

1759 KM FACILITY # = LCCH 0402,0412,0438,0458,0478

1760 KM LINING = RCP

1761 RD 5165 0.0108 0.013 0 CIRC 5

*

1762 KK WA02-C

1763 BA 0.269

1764 PB 2.77

1765 LS 0 91.5

1766 UD 0.334

*

1767 KK CWA02-C

1768 KM COMBINE RCLC01-C AND WA02-C

1769 KM JONES AND US 95

1770 HC 2

*

1771 KK AL01B-C

1772 BA 0.367

1773 PB 2.77

1774 LS 0 90.5

1775 UD 0.401

*

1776 KKCCWA02-C

1777 KM COMBINE CWA02-C AND AL01B-C

1778 KM JONES AND US 95

1779 HC 2

*

1780 KKRCCWA02C

1781 KM ROUTE CCWA02-C TO CLC11-C

1782 KM FACILITY = LAS VEGAS CREEK CHANNEL

1783 KM FACILITY # = LCCH 0302, 0377, 0400

1784 KM LINING = RCB

1785 RD 6870 0.0249 0.015 0 TRAP 8 0

*

1786 KK LC11-C

1787 BA 0.384

1788 PB 2.77

1789 LS 0 91.3

1790 UD 0.361

*

1 HEC-1 INPUT PAGE 49

 

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

 

1791 KK CLC11-C

1792 KM COMBINE RCCCWA02C AND LC11-C

1793 KM DECATUR AND US 95

1794 HC 2

*

1795 KKRCLC11-C

1796 KM ROUTE CLC11-C TO CLC14-C

1797 KM FACILITY = LAS VEGAS CREEK CHANNEL

1798 KM FACILITY # = LCCH 0230, 0270

1799 KM LINING = RCB

1800 RD 2140 0.0174 0.015 0 TRAP 12 0

*

1801 KK LC14-C

1802 BA 0.320

1803 PB 2.77

1804 LS 0 90.6

1805 UD 0.423

*

1806 KK CLC14-C

1807 KM COMBINE RCLC11-C AND LC14-C

1808 KM VALLEY VIEW AND US 95

1809 HC 2

*

1810 KK WA10-C

1811 BA 0.447

1812 PB 2.77

1813 LS 0 87.8

1814 UD 0.367

*

1815 KK WA10D

1816 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN

1817 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1818 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED

1819 DT WA10NW

1820 DI 0 10 250 275 300 800 1000 3000

1821 DQ 0 0 0 25 50 550 750 2750

*

1822 KK RWA10D

1823 KM ROUTE WA10D TO CCLC14-C

1824 KM FACILITY = LAS VEGAS CREEK LATERAL

1825 KM FACILITY # = LCLT 0000,0006

1826 KM LINING = CONCRETE

1827 RD 1855 0.005 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 50

 

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

 

1828 KKCCLC14-C

1829 KM COMBINE CLC14-C AND RWA10D

1830 KM VALLEY VIEW AND US 95

1831 HC 2

*

1832 KK RCCLC14

1833 KM ROUTE CCLC14-C TO CRMEDET

1834 KM FACILITY = LAS VEGAS CREEK CHANNEL

1835 KM FACILITY # = LCCH 0157,0188

1836 KM LINING = RCB

1837 RD 3875 0.0106 0.015 0 TRAP 24 0

*

1838 KK CRMEDET

1839 KM COMBINE MEADOWOT AND RCCLC14

1840 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK

1841 HC 2

*

1842 KKRCRMEDET

1843 KM ROUTE CRMEDET TO CCLC16-C

1844 KM FACILITY = LAS VEGAS CREEK CHANNEL

1845 KM FACILITY # = LCCH 0114,0127,0129,0150,0154

1846 KM LINING = RCB

1847 RD 2305 0.005 0.015 0 TRAP 28 0

*

1848 KK LC16-C

1849 BA 0.312

1850 PB 2.774

1851 LS 0 88.0

1852 UD 0.342

*

1853 KKOG011AC2

1854 BA 0.120

1855 PB 2.77

1856 LS 0 92.0

1857 UD 0.219

*

1858 KK OG011AD

1859 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM

1860 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1861 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH

1862 DT OG011D

1863 DI 0 45 100 500 994 10000

1864 DQ 0 0 55 455 949 9955

*

1 HEC-1 INPUT PAGE 51

 

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

 

1865 KKROG011AD

1866 KM ROUTE OG011AD TO CWA01-C

1867 KM WASHINGTON

1868 RD 3200 0.0171 0.016 0 TRAP 0 50

*

1869 KK WA01-C

1870 BA 0.195

1871 PB 2.77

1872 LS 0 88.7

1873 UD 0.249

*

1874 KK CWA01-C

1875 KM COMBINE ROG011A-C2D AMD WA01-C

1876 KM TORREY PINES AND WASHINGTON

1877 HC 2

*

1878 KK RWA01

1879 KM ROUTE WA01-C TO CWA04-C

1880 KM WASHINGTON

1881 RD 5300 0.0142 0.016 0 TRAP 0 50

*

1882 KK WA04-C

1883 BA 0.197

1884 PB 2.77

1885 LS 0 87.7

1886 UD 0.474

*

1887 KK CWA04-C

1888 KM COMBINE RWA01 AND WA04-C

1889 KM MICHAEL AND WASHINGTON

1890 HC 2

*

1891 KK RCWA04

1892 KM ROUTE CWA04-C TO CWA09-C

1893 KM FACILITY = FREEWAY CHANNEL

1894 KM FACILITY # = LV15 0602

1895 KM LINING = RCP

1896 RD 5980 0.0159 0.013 0 CIRC 8

*

1897 KK WA09-C

1898 BA 0.101

1899 PB 2.77

1900 LS 0 91.3

1901 UD 0.363

*

1 HEC-1 INPUT PAGE 52

 

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

 

1902 KK CWA09-C

1903 KM COMBINE RCWA04 AND WA09-C

1904 KM VALLEY VIEW AND WASHINGTON

1905 HC 2

*

1906 KK RCWA09

1907 KM ROUTE CWA09-C TO CWA10NW

1908 KM FACILITY = FREEWAY CHANNEL

1909 KM FACILITY # = LV15 0528

1910 KM LINING = RCB

1911 RD 700 0.0119 0.015 0 TRAP 8

*

1912 KK WA10NW

1913 KM RETURN FLOW FROM WA10NW

1914 DR WA10NW

*

1915 KK CWA10NW

1916 KM COMBINE RCWA09 AND WA10NW

1917 KM VALLEY VIEW AND WASHINGTON

1918 HC 2

*

1919 KKRCWA10NW

1920 KM ROUTE CWA10NW TO CWA13-C

1921 KM FACILITY = FREEWAY CHANNEL

1922 KM FACILITY # = LV15 0528

1923 KM LINING = RCB

1924 RD 4420 0.0119 0.015 0 TRAP 8 0

*

1925 KK WA13-C

1926 BA 0.333

1927 PB 2.77

1928 LS 0 89.8

1929 UD 0.264

*

1930 KK CWA13-C

1931 KM COMBINE RCWA10NW AND WA13-C

1932 KM RANCHO DRIVE AND WASHINGTON

1933 HC 2

*

1934 KK WA13D

1935 KM REFERENCED FROM US-95 WIDENING PROJECT

1936 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1937 DT WA13NW

1938 DI 0 500 812 1000 1200

1939 DQ 0 197 322 391 473

*

1 HEC-1 INPUT PAGE 53

 

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

 

1940 KK RWA13D

1941 KM ROUTE WA13D TO CLC16-C

1942 KM FACILITY = FREEWAY CHANNEL

1943 KM FACILITY # = LCRA 0000,0004,0050

1944 KM LINING = RCB

1945 RD 3100 0.0077 0.015 0 TRAP 12 0

*

1946 KK CLC16-C

1947 KM COMBINE LC16-C AND RWA13D

1948 KM RANCHO AND US 95

1949 HC 2

*

1950 KKCCLC16-C

1951 KM COMBINE RCRMEDET AND CLC16-C

1952 KM RANCHO AND US 95

1953 HC 2

*

1954 KK RCCLC16

1955 KM ROUTE CCLC16-C TO CLC20-C

1956 KM FACILITY = LAS VEGAS CREEK CHANNEL

1957 KM FACILITY # = LCCH 0013, 0051, 0110

1958 KM LINING = RCB

1959 RD 3700 0.006 0.015 0 TRAP 28 0

*

1960 KK LC20-C

1961 BA 0.174

1962 PB 2.77

1963 LS 0 91.4

1964 UD 0.483

*

1965 KK CLC20-C

1966 KM COMBINE RCCLC16 AND LC20-C

1967 KM MARTIN LUTHER KING AND US 95

1968 HC 2

*

1969 KKRCLC20-C

1970 KM ROUTE CLC20-C TO CCAL93

1971 KM FACILITY = LAS VEGAS CREEK CHANNEL

1972 KM FACILITY # = LCCH 0000,0013

1973 KM LINING = RCB

1974 RD 2765 0.0082 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 54

 

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

 

1975 KK CCAL93

1976 KM COMBINE CAL93 AND RCLC20-C

1977 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)

1978 HC 2

*

1979 KK RCCAL93

1980 KM ROUTE CCAL93 TO CLC21

1981 KM FACILITY = WASHINGTON AVENUE CHANNEL

1982 KM FACILITY # = LVWH 0429,0431,0447,0484

1983 KM LINING = RCB

1984 RD 2410 0.0015 0.015 0 TRAP 43 0

*

1985 KK LC21

1986 BA 0.599

1987 PB 2.77

1988 LS 0 94.8

1989 UD 0.550

*

1990 KK CLC21

1991 KM COMBINE RCCAL93 AND LC21

1992 KM INDUSTRIAL AND US 95

1993 HC 2

*

1994 KK DCLC21

1995 KM FLOW SPLIT TO FACILITY LVOE 0345

1996 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY

1997 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY

1998 DT DLVOE

1999 DI 0 2870 10000

2000 DQ 0 0 7130

*

2001 KK RDCLC21

2002 KM ROUTE DCLC21 TO CV1-C

2003 KM FACILITY = WASHINGTON AVENUE CHANNEL

2004 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426

2005 KM LINING = RCB

2006 RD 4785 0.009 0.015 0 TRAP 12 0

*

2007 KK V1-C

2008 BA 0.282

2009 PB 2.77

2010 LS 0 92.0

2011 UD 0.339

*

1 HEC-1 INPUT PAGE 55

 

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

 

2012 KK CH59-C

2013 BA 0.340

2014 PB 2.77

2015 LS 0 94.0

2016 UD 0.489

*

2017 KK DCH59-C

2018 KM FLOW SPLIT TO CH60A-C

2019 KM SPLIT TO FLAMINGO WASH SYSTEM

2020 KM DEVELOPED FROM CWH MODEL

2021 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

2022 DT DFLAM

2023 DI 0 222 1000

2024 DQ 0 0 778

*

2025 KKDDCH59-C

2026 KM FLOW SPLIT TO BN03-C

2027 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS

2028 KM DBN00 IN CWH

2029 DT DBN03

2030 DI 0 167 1000

2031 DQ 0 0 833

*

2032 KK RDDCH59

2033 KM ROUTE DDCH59-C TO CV1-C

2034 KM 48" RCP UNDER LAS VEGAS BLVD

2035 KM LINING = RCP

2036 RD 3000 0.0217 0.013 0 CIRC 4

*

2037 KK CV1-C

2038 KM COMBINE RCLC21, V1-C, AND RDDCH59

2039 KM WASHINGTON AND LAS VEGAS BLVD

2040 HC 3

*

2041 KK RCV1-C

2042 KM ROUTE CV1-C TO CX-C1

2043 KM FACILITY = WASHINGTON AVENUE CHANNEL

2044 KM FACILITY # = LVWH 0240, 0305

2045 KM LINING = RCB

2046 RD 2750 0.015 0.015 0 TRAP 24 0

*

2047 KK X-C1

2048 BA 0.278

2049 PB 2.77

2050 LS 0 90.6

2051 UD 0.272

*

1 HEC-1 INPUT PAGE 56

 

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

 

2052 KK CX-C1

2053 KM COMBINE RCV1-C AND X-C1

2054 KM WASHINGTON AND BRUCE

2055 HC 2

*

2056 KK RCX-C1

2057 KM ROUTE CX-C1 TO CN-C

2058 KM FACILITY = WASHINGTON AVENUE CHANNEL

2059 KM FACILITY # = LVWH 0240

2060 KM LINING = RCB

2061 RD 2540 0.015 0.015 0 TRAP 24 0

*

2062 KK M

2063 BA 0.267

2064 PB 2.77

2065 LS 0 90.2

2066 UD 0.426

*

2067 KK RM

2068 KM ROUTE M TO CN-C

2069 KM SEARLES TO EASTERN

2070 RD 3900 0.0064 0.016 0 TRAP 0 50

*

2071 KK N-C

2072 BA 0.264

2073 PB 2.77

2074 LS 0 88.5

2075 UD 0.408

*

2076 KK CN-C

2077 KM COMBINE RCX-C1, RM, AND N-C

2078 KM WASHINGTON AND EASTERN

2079 HC 3

*

2080 KK RCN-C

2081 KM ROUTE CN-C TO CP-C

2082 KM FACILITY = WASHINGTON AVENUE CHANNEL

2083 KM FACILITY # = LVWH 0155,0234

2084 KM LINING = RCB

2085 RD 2600 0.0068 0.015 0 TRAP 30 0

*

2086 KK P-C

2087 BA 0.309

2088 PB 2.77

2089 LS 0 87.4

2090 UD 0.397

*

1 HEC-1 INPUT PAGE 57

 

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

 

2091 KK CP-C

2092 KM COMBINE RCN-C AND P-C

2093 KM WASHINGTON AND MOJAVE

2094 HC 2

*

2095 KK RCP-C

2096 KM ROUTE CP-C TO CQ-C

2097 KM FACILITY = WASHINGTON AVENUE CHANNEL

2098 KM FACILITY # = LVWH 0136,0155

2099 KM LINING = RCB

2100 RD 2600 0.0068 0.015 0 TRAP 30 0

*

2101 KK Q-C

2102 BA 0.258

2103 PB 2.77

2104 LS 0 85.6

2105 UD 0.408

*

2106 KK CQ-C

2107 KM COMBINE RCP-C AND Q-C

2108 KM WASHINGTON AND PECOS

2109 HC 2

*

2110 KK RCQ-C

2111 KM ROUTE CQ-C TO CLVW01-C

2112 KM FACILITY = WASHINGTON AVENUE CHANNEL

2113 KM FACILITY # = LVWH 0086,0087,0136

2114 KM LINING = RCB

2115 RD 3800 0.0033 0.015 0 TRAP 36 0

*

2116 KK LVW01-C

2117 BA 0.236

2118 PB 2.77

2119 LS 0 85.0

2120 UD 0.456

*

2121 KKCLVW01-C

2122 KM COMBINE RCQ-C AND LVW01-C

2123 KM COMBINATION OF FLOWS AT LAS VEGAS WASH

2124 HC 2

*

2125 KK DLVOE

2126 KM RETRIEVE DLVOE

2127 DR DLVOE

*

1 HEC-1 INPUT PAGE 58

 

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

 

2128 KK RDLVOE

2129 KM ROUTE DLVOE TO CH-C1

2130 KM FACILITY = OWENS AVENUE CHANNEL

2131 KM FACILITY # = LVOE 0236,0331,0345

2132 KM LINING = RCB

2133 RD 7435 0.0133 0.015 0 TRAP 13 0

*

2134 KK H-C1

2135 BA 0.287

2136 PB 2.77

2137 LS 0 91.8

2138 UD 0.270

*

2139 KK CH-C1

2140 KM COMBINE H-C AND RDLVOE

2141 KM OWENS AND LAS VEGAS BLVD

2142 HC 2

*

2143 KK RCH-C1

2144 KM ROUTE CH-C1 TO CE-C

2145 KM FACILITY = OWENS AVENUE CHANNEL

2146 KM FACILITY # = LVOE 0134

2147 KM LINING = RCB

2148 RD 5380 0.01 0.015 0 TRAP 12 0

*

2149 KK E-C

2150 BA 0.614

2151 PB 2.77

2152 LS 0 87.2

2153 UD 0.395

*

2154 KK CE-C

2155 KM COMBINE RCH-C AND E-C

2156 KM OWENS AND EASTERN

2157 HC 2

*

2158 KK RCE-C

2159 KM ROUTE CE-C TO CG

2160 KM FACILITY = OWENS AVENUE CHANNEL

2161 KM FACILITY # = LVOE 0085

2162 KM LINING = RCB

2163 RD 2540 0.0062 0.015 0 TRAP 13 0

*

1 HEC-1 INPUT PAGE 59

 

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

 

2164 KK G

2165 BA 0.233

2166 PB 2.77

2167 LS 0 84.2

2168 UD 0.422

*

2169 KK CG

2170 KM COMBINE RCE-C AND G

2171 KM OWENS AND STATZ

2172 HC 2

*

2173 KK RCG

2174 KM ROUTE CG TO CK-C1

2175 KM FACILITY = OWENS AVENUE CHANNEL

2176 KM FACILITY # = LVOE 0000

2177 KM LINING = RCB

2178 RD 4700 0.0047 0.015 0 TRAP 15 0

*

2179 KK K-C1

2180 BA 0.320

2181 PB 2.77

2182 LS 0 85.1

2183 UD 0.500

*

2184 KK CK-C1

2185 KM COMBINE RCG AND K-C1

2186 KM OWENS, AT LVMD 1354

2187 HC 2

*

2188 KK RCK-C1

2189 KM ROUTE CK-C1 TO CLVW01

2190 KM FACILITY = LAS VEGAS WASH MIDDLE

2191 KM FACILITY # = LVMD 1321

2192 KM LINING = CONCRETE

2193 RD 1950 0.004 0.015 0 TRAP 80 2

*

2194 KKCCLVW01C

2195 KM COMBINE CLVW01-C AND RCRCK-C

2196 KM COMBINATION OF LAS VEGAS WASH FLOWS

2197 HC 2

*

2198 KKRCCLVW01

2199 KM ROUTE CLVW01C TO CCBN15-C

2200 KM FACILITY = LAS VEGAS WASH MIDDLE

2201 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273

2202 KM LINING = CONCRETE

2203 RD 7445 0.004 0.015 0 TRAP 60 2

*

1 HEC-1 INPUT PAGE 60

 

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

 

2204 KK BN06-C

2205 BA 0.340

2206 PB 2.77

2207 LS 0 89.3

2208 UD 0.201

*

2209 KK BN03-C

2210 BA 0.415

2211 PB 2.77

2212 LS 0 87.3

2213 UD 0.344

*

2214 KK DBN03

2215 KM RETREIVE DBN03

2216 DR DBN03

*

2217 KK RDBN03

2218 KM ROUTE DBN03 TO CBN03

2219 KM BONANZA

2220 RD 5900 0.0264 0.016 0 TRAP 0 50

*

2221 KK CBN03

2222 KM COMBINE BN06-C, BN03-C, AND RDBN03

2223 KM BONANZA AND EASTERN

2224 HC 3

*

2225 KK RCBN03

2226 KM ROUTE CBN03 TO CBN08

2227 KM FACILITY = LAS VEGAS WASH - BONANZA

2228 KM FACILITY # = LVBZ 0211,0224

2229 KM LINING = RCB

2230 RD 2980 0.0072 0.015 0 TRAP 8 0

*

2231 KK BN08

2232 BA 0.210

2233 PB 2.77

2234 LS 0 91.8

2235 UD 0.378

*

2236 KK CBN08

2237 KM COMBINE RCBN03 AND BN08

2238 KM BONANZA AND MOJAVE

2239 HC 2

*

1 HEC-1 INPUT PAGE 61

 

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

 

2240 KK RCBN08

2241 KM ROUTE CBN08 TO CBN09

2242 KM FACILITY = LAS VEGAS WASH - BONANZA

2243 KM FACILITY # = LVBZ 0167, 0188

2244 KM LINING = RCB

2245 RD 2330 0.007 0.015 0 TRAP 9 0

*

2246 KK BN09

2247 BA 0.233

2248 PB 2.77

2249 LS 0 83.9

2250 UD 0.411

*

2251 KK CBN09

2252 KM COMBINE RCBN08 AND BN09

2253 KM BONANZA AND PECOS

2254 HC 2

*

2255 KK RCBN09

2256 KM ROUTE CBN09 TO CBN10-C

2257 KM FACILITY = LAS VEGAS WASH - BONANZA

2258 KM FACILITY # = LVBZ 0114

2259 KM LINING = RCB

2260 RD 2740 0.004 0.015 0 TRAP 24 0

*

2261 KK BN10-C

2262 BA 0.257

2263 PB 2.77

2264 LS 0 88.8

2265 UD 0.406

*

2266 KK CBN10-C

2267 KM COMBINE RDCBN09 AND BN10-C

2268 KM BONANZA AND SANDHILL

2269 HC 2

*

2270 KKRCBN10-C

2271 KM ROUTE CBN10-C TO CBN12-C

2272 KM FACILITY = LAS VEGAS WASH - BONANZA

2273 KM FACILITY # = LVBZ 0064

2274 KM LINING = RCB

2275 RD 2630 0.004 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 62

 

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

 

2276 KK BN12-C

2277 BA 0.323

2278 PB 2.77

2279 LS 0 87.4

2280 UD 0.397

*

2281 KK CBN12-C

2282 KM COMBINE RCBN10-C AND BN12-C

2283 KM BONANZA AND LAMB

2284 HC 2

*

2285 KKRCBN12-C

2286 KM ROUTE CBN12-C TO CBN15-C

2287 KM FACILITY = LAS VEGAS WASH - BONANZA

2288 KM FACILITY # = LVBZ 0000

2289 KM LINING = RCB

2290 RD 3400 0.004 0.015 0 TRAP 24 0

*

2291 KK BN15-C

2292 BA 0.283

2293 PB 2.77

2294 LS 0 87.0

2295 UD 0.414

*

2296 KK CBN15-C

2297 KM COMBINE RCBN12-C AND BN15-C

2298 KM LAS VEGAS WASH AND BONANZA

2299 HC 2

*

2300 KKCCBN15-C

2301 KM COMBINE RCCLVW01 AND CBN15-C

2302 KM LAS VEGAS WASH AND BONANZA

2303 HC 2

*

2304 KKRCBN15-C

2305 KM ROUTE CCBN15-C TO CCCA10-C

2306 KM FACILITY = LAS VEGAS WASH MIDDLE

2307 KM FACILITY # = LVMD 1149

2308 KM LINING = CONCRETE

2309 RD 1675 0.0041 0.015 0 TRAP 70 1.5

*

2310 KK CA03

2311 BA 0.345

2312 PB 2.77

2313 LS 0 88.1

2314 UD 0.298

*

1 HEC-1 INPUT PAGE 63

 

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

 

2315 KK RCA03

2316 KM ROUTE CA03 TO CCA04

2317 KM STEWART

2318 RD 3000 0.0107 0.016 0 TRAP 0 50

*

2319 KK CA04-C

2320 BA 0.370

2321 PB 2.77

2322 LS 0 89.6

2323 UD 0.394

*

2324 KK CCA04

2325 KM COMBINE RCA03 AND CA04-C

2326 KM STEWART AND MOJAVE

2327 HC 2

*

2328 KK RCCA04

2329 KM ROUTE CCA04 TO CCA05

2330 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART

2331 KM FACILITY # = CNST 0000

2332 KM LINING = RCB

2333 RD 2120 0.009 0.015 0 TRAP 8 0

*

2334 KK CA05

2335 BA 0.241

2336 PB 2.77

2337 LS 0 91.9

2338 UD 0.378

*

2339 KK CCA05

2340 KM COMBINE RCCA04 AND CA05

2341 KM STEWART AND PECOS

2342 HC 2

*

2343 KK RCCA05

2344 KM ROUTE CCA05 TO CCA06

2345 KM FACILITY = CEDAR AVENUE CHARLESTON

2346 KM FACILITY # = CACN 0001

2347 KM LINING = RCB

2348 RD 1867 0.004 0.015 0 TRAP 10 0

*

2349 KK CA06-C

2350 BA 0.401

2351 PB 2.77

2352 LS 0 85.0

2353 UD 0.418

*

1 HEC-1 INPUT PAGE 64

 

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

 

2354 KK CCA06

2355 KM COMBINE RCCA05 AND CA06-C

2356 KM PECOS AND CEDAR AVENUE

2357 HC 2

*

2358 KK RCCA06

2359 KM ROUTE CCA06 TO CCA08

2360 KM FACILITY = CEDAR AVENUE CHANNEL

2361 KM FACILITY # = CACH 0081,0127,0129,0146,0148

2362 KM LINING = CONCRETE

2363 RD 4634 0.0026 0.015 0 TRAP 10 0

*

2364 KK CA08-C

2365 BA 0.256

2366 PB 2.77

2367 LS 0 90.8

2368 UD 0.400

*

2369 KK CCA08-C

2370 KM COMBINE RCCA06 AND CA08-C

2371 KM CEDAR AVENUE AND LAMB

2372 HC 2

*

2373 KKRCCA08-C

2374 KM ROUTE CCA08 TO CCA10-C

2375 KM FACILITY = CEDAR AVENUE CHANNEL

2376 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079

2377 KM LINING = CONCRETE

2378 RD 4386 0.0037 0.015 0 TRAP 10 0

*

2379 KK CA10-C

2380 BA 0.192

2381 PB 2.77

2382 LS 0 90.3

2383 UD 0.433

*

2384 KK CCA10-C

2385 KM COMBINE RCCA08-C AND CA10-C

2386 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH

2387 HC 2

*

2388 KKCCCA10-C

2389 KM COMBINE RCBN15-C AND CCA10-C

2390 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH

2391 HC 2

*

1 HEC-1 INPUT PAGE 65

 

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

 

2392 KKRCCCA10C

2393 KM ROUTE CCCA10-C TO CCST03-C

2394 KM FACILITY = LAS VEGAS WASH MIDDLE

2395 KM FACILITY # = LVMD 1119,1121

2396 KM LINING = CONCRETE

2397 RD 1520 0.002 0.015 0 TRAP 90 1

*

2398 KK ST01-C

2399 BA 0.246

2400 PB 2.77

2401 LS 0 90.2

2402 UD 0.478

*

2403 KK RST01-C

2404 KM ROUTE ST01-C TO CST03-C

2405 KM STEWART

2406 RD 4700 0.0032 0.016 0 TRAP 0 50

*

2407 KK ST03-C

2408 BA 0.221

2409 PB 2.77

2410 LS 0 89.4

2411 UD 0.511

*

2412 KK CST03-C

2413 KM COMBINE RST01-C AND ST03-C

2414 KM STEWART AND LAS VEGAS WASH

2415 HC 2

*

2416 KKCCST03-C

2417 KM COMBINE RCCCA10C AND CST03-C

2418 KM STEWART AND LAS VEGAS WASH

2419 HC 2

*

2420 KKRCCST03C

2421 KM ROUTE CCST03-C TO CCCH77-C

2422 KM FACILITY = LAS VEGAS WASH MIDDLE

2423 KM FACILITY # = LVMD 1069,1071

2424 KM LINING = CONCRETE

2425 RD 2707 0.0043 0.015 0 TRAP 90 1.5

*

2426 KK CH70-C

2427 BA 0.260

2428 PB 2.77

2429 LS 0 90.5

2430 UD 0.435

*

1 HEC-1 INPUT PAGE 66

 

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

 

2431 KK CH73

2432 BA 0.141

2433 PB 2.77

2434 LS 0 90.9

2435 UD 0.140

*

2436 KK CCH73-C

2437 KM COMBINE CH70-C AND CH73

2438 KM CHARLESTON AND US 95

2439 HC 2

*

2440 KK RCH73

2441 KM ROUTE CCH73 TO CCH75-C

2442 KM CHARLESTON

2443 RD 3300 0.0061 0.016 0 TRAP 0 50

*

2444 KK CH75-C

2445 BA 0.356

2446 PB 2.77

2447 LS 0 90.3

2448 UD 0.517

*

2449 KK CCH75-C

2450 KM COMBINE RCH73 AND CH75-C

2451 KM LAMB AND CHARLESTON

2452 HC 2

*

2453 KK CH76

2454 BA 0.138

2455 PB 2.77

2456 LS 0 92.6

2457 UD 0.339

*

2458 KK CCH76

2459 KM COMBINE CH76 AND CCH75-C

2460 KM LAMB AND CHARLESTON

2461 HC 2

*

2462 KK RCCH76

2463 KM ROUTE CCH76 TO CCH77-C

2464 KM FACILITY = LAS VEGAS WASH - CHARLESTON

2465 KM FACILITY # = LVCA 0000

2466 KM LINING = RCB

2467 RD 4600 0.003 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE 67

 

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

 

2468 KK CH77-C

2469 BA 0.448

2470 PB 2.77

2471 LS 0 90.1

2472 UD 0.517

*

2473 KK CCH77-C

2474 KM COMBINE RCCH76 AND CH77-C

2475 KM CHARLESTON FLOW @ LAS VEGAS WASH

2476 HC 2

*

2477 KKCCCH77-C

2478 KM COMBINE RCCST03C AND CCH77-C

2479 KM CHARLESTON BLVD @ LAS VEGAS WASH

2480 HC 2

*

2481 KK RCCCH73

2482 KM ROUTE CCCH73 TO CCNEL06

2483 KM FACILITY = LAS VEGAS WASH MIDDLE

2484 KM FACILITY # = LVMD 1054

2485 KM LINING = CONCRETE

2486 RD 860 0.005 0.015 0 TRAP 120 0

*

2487 KK CH91-C

2488 BA 0.128

2489 PB 2.77

2490 LS 0 94.2

2491 UD 0.257

*

2492 KK RCH91-C

2493 KM ROUTE CH91-C TO CCH92-C

2494 KM COLORADO AVENUE

2495 RD 4100 0.0134 0.016 0 TRAP 0 50

*

2496 KK CH92-C

2497 BA 0.223

2498 PB 2.77

2499 LS 0 89.7

2500 UD 0.336

*

2501 KK CCH92-C

2502 KM COMBINE RCH91-C AND CH92-C

2503 KM COLORADO AND US 95

2504 HC 2

*

1 HEC-1 INPUT PAGE 68

 

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

 

2505 KK RCH92-C

2506 KM ROUTE CCH92-C TO CCH94

2507 KM FACILITY = COLORADO AVENUE SYSTEM

2508 KM FACILITY # = LVCO 0106,0109

2509 KM LINING = RCB

2510 RD 2941 0.0067 0.015 0 TRAP 10 0

*

2511 KK CH93

2512 BA 0.266

2513 PB 2.77

2514 LS 0 88.0

2515 UD 0.344

*

2516 KK RCH93

2517 KM ROUTE CH93 TO CCH94

2518 KM WYOMING

2519 RD 3800 0.004 0.016 0 TRAP 0 50

*

2520 KK CH94

2521 BA 0.363

2522 PB 2.77

2523 LS 0 84.0

2524 UD 0.522

*

2525 KK CCH94

2526 KM COMBINE RCH93 AND CH94

2527 KM COLORADO AND LAMB

2528 HC 2

*

2529 KK CCCH94

2530 KM COMBINE RCH92-C AND CCH94

2531 KM COLORADO AND LAMB

2532 HC 2

*

2533 KK RCCCH94

2534 KM ROUTE CCH94 TO CNEL06

2535 KM FACILITY = COLORADO AVENUE SYSTEM

2536 KM FACILITY # = LVCO 0000,0012,0064

2537 KM LINING = RCB

2538 RD 5344 0.0024 0.015 0 TRAP 10 0

*

2539 KK NEL06-C

2540 BA 0.323

2541 PB 2.77

2542 LS 0 88.2

2543 UD 0.483

*

1 HEC-1 INPUT PAGE 69

 

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

 

2544 KK CNEL06

2545 KM COMBINE RCCH94 AND NEL06

2546 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH

2547 HC 2

*

2548 KK CCNEL06

2549 KM COMBINE RCCNEL04 AND CNEL06

2550 KM LAS VEGAS WASH AND COLORADO AVE.

2551 HC 2

*

2552 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

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

 

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

 

46 CH59-C

.

.

64 .-------> DFLAM

59 DCH59-C

.

.

67 . FW01

. V

. V

72 . RFW1

. .

. .

76 . . FW02

. . .

. . .

81 . CFW2............

. V

. V

85 . RCFW2

. .

. .

89 . . FW03

. . .

. . .

94 . CFW3............

. V

. V

98 . RCFW3

. .

. .

104 . . FW5

. . .

. . .

109 . CFW5............

. .

. .

117 . .-------> DFW11

113 . DFW5

. V

. V

120 . RDFW5

. .

. .

126 . . CE2EA-C

. . V

. . V

131 . . RCE2EA

. . .

. . .

135 . . . R4C1

. . . .

. . . .

140 . CR4C1........................

. V

. V

144 . RCR4C1

. .

. .

150 . . CE2EC

. . V

. . V

155 . . RCE2EC

. . .

. . .

159 . . . CE2ED-C

. . . .

. . . .

164 . . CCE2ED-C............

. . .

. . .

173 . . .-------> DCPS03

168 . . DCCE2ED

. . V

. . V

176 . . RDCCE2ED

. . .

. . .

180 . . . CE3FA

. . . .

. . . .

185 . CCE3FA........................

. V

. V

189 . RCCE3FA

. .

. .

195 . . PS01-C

. . V

. . V

200 . . RPS01-C

. . .

. . .

206 . . . PS03

. . . .

. . . .

211 . . CPS03............

. . .

. . .

215 . . . ED01

. . . V

. . . V

220 . . . RED01

. . . .

. . . .

224 . . . . ED02

. . . . .

. . . . .

229 . . . . . ED11

. . . . . .

. . . . . .

234 . . . . . . ED12

. . . . . . .

. . . . . . .

239 . . . . . CED12............

. . . . . V

. . . . . V

243 . . . . . RCED12

. . . . . .

. . . . . .

247 . . . . . . ED13

. . . . . . .

. . . . . . .

252 . . . . . CED13............

. . . . . V

. . . . . V

256 . . . . . RCED13

. . . . . .

. . . . . .

262 . . . CED02........................

. . . V

. . . V

266 . . . RCED02

. . . .

. . . .

274 . . . . .<------- DCPS03

272 . . . . DCPS03

. . . . V

. . . . V

275 . . . . RDPS03

. . . . .

. . . . .

279 . . CCPS03........................

. . V

. . V

283 . . RCCPS03

. . .

. . .

289 . . . PS06-C

. . . .

. . . .

294 . . CPS06............

. . .

. . .

298 . CCPS06............

. V

. V

302 . RCCPS06

. .

. .

308 . . FW09

. . .

. . .

316 . . .-------> DSM

313 . . DSPM

. . V

. . V

319 . . RDSPM

. . .

. . .

324 . . . CE3FD-C

. . . .

. . . .

329 . . CCE3FD-C............

. . V

. . V

333 . . RCCE3FD

. . .

. . .

339 . CRCPS06............

. V

. V

343 . RCRCPS06

. .

. .

349 . . PS08

. . .

. . .

354 . CPS08............

. .

. .

358 . . ED05-C

. . V

. . V

363 . . RED05-C

. . .

. . .

367 . CCPS08............

. V

. V

371 . RCCPS08

. .

. .

377 . . ED10-C

. . .

. . .

382 . CED10-C............

. V

. V

386 . RCED10-C

. .

. .

392 . . SA06-C

. . V

. . V

397 . . RSA06-C

. . .

. . .

403 . . . SA08

. . . .

. . . .

408 . . CSA08............

. . .

. . .

412 . CCSA08............

. V

. V

416 . RCCSA08

. .

. .

422 . . CH14-C

. . V

. . V

427 . . RCH14-C

. . .

. . .

431 . . . OK09-C

. . . .

. . . .

436 . . COK09-C............

. . V

. . V

440 . . RCOK09-C

. . .

. . .

446 . . . OK10

. . . .

. . . .

451 . . COK10............

. . V

. . V

455 . . RCOK10

. . .

. . .

461 . . . OK11-C

. . . .

. . . .

466 . . 1COK11C............

. . .

. . .

470 . COK11C............

. V

. V

474 . RCOK11C

. .

. .

480 . . WAL1

. . V

. . V

485 . . RWAL1

. . .

. . .

489 . . . WAL2

. . . .

. . . .

494 . . CWAL2............

. . .

. . .

497 . CCWAL2............

. V

. V

501 . RCCWAL2

. .

. .

507 . . CH50

. . .

. . .

512 . CCH50............

. .

. .

516 . . CH15-C

. . V

. . V

521 . . RCH15-C

. . .

. . .

525 . . . CH18-C

. . . .

. . . .

530 . . CCH18-C............

. . V

. . V

534 . . RCCH18-C

. . .

. . .

540 . . . AL92

. . . .

. . . .

549 . . . .-------> DAL93

545 . . . DAL92

. . . V

. . . V

552 . . . RDAL92

. . . .

. . . .

556 . . . . AL95-C

. . . . .

. . . . .

561 . . . CAL95............

. . . V

. . . V

565 . . . RCAL95-C

. . . .

. . . .

571 . . CCCH18-C............

. . V

. . V

575 . . RCCCH18C

. . .

. . .

581 . . . CH22-C

. . . .

. . . .

586 . . CCH22............

. . .

. . .

590 . CCCH22............

. V

. V

594 . RCCCH22

. .

. .

600 . . CH51

. . V

. . V

605 . . RCH51

. . .

. . .

611 . . . CH52-C

. . . .

. . . .

616 . CCH52........................

. V

. V

620 . RCCH52

. .

. .

626 . . CH56-A

. . .

. . .

631 . CCH56A............

. V

. V

635 . RCCH56A

. .

. .

641 . . CH56-B

. . .

. . .

648 . . . .<------- DFLAM

646 . . . DFLAM

. . . V

. . . V

649 . . . RDFLAM

. . . .

. . . .

655 . . . . CH60-A

. . . . .

. . . . .

660 . . . CCH60A............

. . . .

. . . .

663 . CCH56B........................

. V

. V

667 . RCCH56B

. .

. .

673 . . CH63-A

. . .

. . .

678 . CCH63A............

. V

. V

682 . RCCH63A

. .

. .

688 . . CH63-B

. . .

. . .

693 . CCH63B............

. V

. V

697 . RCCH63B

. .

. .

703 . . CH68-A

. . .

. . .

708 . CCH68A............

. V

. V

712 . RCCH68A

. .

. .

718 . . CH67-A

. . .

. . .

723 . CCH67A............

. V

. V

726 . RCCH67A

. .

. .

732 . . CH64-A

. . V

. . V

737 . . RCH64-A

. . .

. . .

741 . . . FR04-A

. . . .

. . . .

746 . . CFR04A............

. . .

. . .

749 . CCFR04A............

. V

. V

753 . RCCFR04A

. .

. .

759 . . FR03-A

. . .

. . .

764 . CFR03A............

. V

. V

768 . RCFR03A

. .

. .

774 . . SA10-2

. . .

. . .

779 . . . SA10-1

. . . .

. . . .

784 . . CSA10-1............

. . V

. . V

788 . . RCSA10-1

. . .

. . .

794 . . . SA11

. . . .

. . . .

799 . . CSA11............

. . V

. . V

803 . . RCSA11

. . .

. . .

809 . . . SA13-CB

. . . .

. . . .

814 . . CSA13-CB............

. . V

. . V

818 . . RCSA13-C

. . .

. . .

824 . . . FR01B

. . . .

. . . .

829 . . CFR01B............

. . V

. . V

833 . . RCFR01B

. . .

. . .

839 . . . SA13-CC

. . . .

. . . .

844 . . CSA13-CC............

. . V

. . V

848 . . RCSA13-C

. . .

. . .

854 . . . FR02A

. . . .

. . . .

859 . . CFR02A............

. . V

. . V

863 . . RCFR02A

. . .

. . .

869 . . . FR02B

. . . .

. . . .

874 . . CFR02B............

. . .

. . .

878 . . . SA14A

. . . .

. . . .

883 . . CSA14A............

. . V

. . V

887 . . RCSA14A

. . .

. . .

893 . . . SA13-CA

. . . V

. . . V

898 . . . RSA13-CA

. . . .

. . . .

902 . . . . FW40A

. . . . .

. . . . .

907 . . . CFW40A............

. . . .

. . . .

914 . . . .-------> DFW40AE

911 . . . DFW40AN

. . . V

. . . V

917 . . . RDFW40AN

. . . .

. . . .

921 . . . . SA14B

. . . . .

. . . . .

926 . . CSA14B........................

. . V

. . V

930 . . RCSA14B

. . .

. . .

936 . . . FR01A

. . . V

. . . V

941 . . . RFR01A

. . . .

. . . .

945 . . . . FR02C

. . . . .

. . . . .

950 . . . CFR02C............

. . . V

. . . V

954 . . . RFR02C

. . . .

. . . .

960 . . . . SA14C

. . . . .

. . . . .

965 . . CSA14C........................

. . V

. . V

969 . . RCSA14C

. . .

. . .

975 . . . SA16A

. . . .

. . . .

980 . . CSA16A............

. . V

. . V

984 . . RCSA16A

. . .

. . .

992 . . . .<------- DFW40AE

990 . . . DFW40AE

. . . .

. . . .

993 . . . . FW41A

. . . . .

. . . . .

998 . . . CFW41A............

. . . .

. . . .

1005 . . . .-------> DFW41AE

1002 . . . DFW41AN

. . . V

. . . V

1008 . . . RDFW41AN

. . . .

. . . .

1012 . . . . SA16B

. . . . .

. . . . .

1017 . . CSA16B........................

. . V

. . V

1021 . . RCSA16B

. . .

. . .

1027 . . . SA16C

. . . .

. . . .

1032 . . CSA16C............

. . .

. . .

1036 . . . FR03-B

. . . .

. . . .

1041 . . CFR03B............

. . V

. . V

1045 . . RCFR03B

. . .

. . .

1051 . . . FR03-C

. . . .

. . . .

1056 . CCFR03........................

. .

. .

1060 . . AL96-C

. . V

. . V

1065 . . RAL96

. . .

. . .

1073 . . . .<------- DAL93

1071 . . . DAL93

. . . V

. . . V

1074 . . . RDAL93

. . . .

. . . .

1078 . . . . AL93-C

. . . . .

. . . . .

1083 . . CAL93........................

. . .

. . .

1087 . . . 1-GOLF

. . . V

. . . V

1092 . . . R1-GOLF

. . . .

. . . .

1096 . . . . 2a-OAK-C

. . . . .

. . . . .

1101 . . . C2a-OAK............

. . . V

. . . V

1105 . . . RC2a-OAK

. . . .

. . . .

1109 . . . . 3-ELP-C

. . . . .

. . . . .

1114 . . . C3-ELP-C............

. . . V

. . . V

1118 . . . RC3-ELPC

. . . .

. . . .

1124 . . . . 3a-OAK-C

. . . . .

. . . . .

1129 . . . C3a-OAKC............

. . . V

. . . V

1133 . . . RC3aOAKC

. . . .

. . . .

1139 . . . . 3-HOLM-C

. . . . V

. . . . V

1144 . . . . R3-HOLMC

. . . . .

. . . . .

1150 . . . . . 5-OAK-C

. . . . . .

. . . . . .

1155 . . . . C5-OAK-C............

. . . . .

. . . . .

1159 . . . OAKEYIN............

. . . V

. . . V

1164 . . . OAKEYDB

. . . V

. . . V

1185 . . . OAKEYOT

. . . .

. . . .

1191 . . . . SA01-C

. . . . V

. . . . V

1196 . . . . RSA01-C

. . . . .

. . . . .

1200 . . . . . SA05

. . . . . .

. . . . . .

1205 . . . . CSA05............

. . . . V

. . . . V

1209 . . . . RCSA05

. . . . .

. . . . .

1215 . . . . . SA06

. . . . . .

. . . . . .

1220 . . . . CSA06............

. . . . .

. . . . .

1224 . . . . . OK06-C

. . . . . V

. . . . . V

1229 . . . . . ROK06-C

. . . . . .

. . . . . .

1233 . . . . . . OK07

. . . . . . .

. . . . . . .

1238 . . . . COK07........................

. . . . V

. . . . V

1242 . . . . RCOK07

. . . . .

. . . . .

1248 . . . . . OK03-C

. . . . . V

. . . . . V

1253 . . . . . ROK03-C

. . . . . .

. . . . . .

1257 . . . . . . OK04-C

. . . . . . .

. . . . . . .

1262 . . . . COK04-C........................

. . . . V

. . . . V

1266 . . . . RCOK04-C

. . . . .

. . . . .

1272 . . . . . OK08

. . . . . .

. . . . . .

1277 . . . . COK08............

. . . . .

. . . . .

1281 . . . CCOK08............

. . . V

. . . V

1285 . . . RCCOK08

. . . .

. . . .

1291 . . . . CH04-C

. . . . V

. . . . V

1296 . . . . RCH04-C

. . . . .

. . . . .

1302 . . . . . CH05-C

. . . . . .

. . . . . .

1307 . . . . CCH05-C............

. . . . V

. . . . V

1311 . . . . RCCH05-C

. . . . .

. . . . .

1317 . . . . . CH09-C

. . . . . .

. . . . . .

1322 . . . . CCH09-C............

. . . . V

. . . . V

1326 . . . . RCCH09-C

. . . . .

. . . . .

1332 . . . . . CH10

. . . . . .

. . . . . .

1337 . . . . CCH10............

. . . . V

. . . . V

1341 . . . . RCCH10

. . . . .

. . . . .

1347 . . . . . OK12

. . . . . .

. . . . . .

1352 . . . COK12........................

. . . V

. . . V

1356 . . . RCOK12

. . . .

. . . .

1362 . . . . CH14B

. . . . .

. . . . .

1367 . . . CCH14B............

. . . V

. . . V

1371 . . . RCCH14B

. . . .

. . . .

1377 . . . . OK13

. . . . .

. . . . .

1382 . . . COK13............

. . . V

. . . V

1386 . . . RCOK13

. . . .

. . . .

1392 . . . . R1

. . . . V

. . . . V

1397 . . . . PR1

. . . . V

. . . . V

1406 . . . . RPR1

. . . . .

. . . . .

1410 . . . . . R3

. . . . . .

. . . . . .

1415 . . . . . . R2

. . . . . . .

. . . . . . .

1420 . . . . CR2........................

. . . . .

. . . . .

1428 . . . . .-------> DAL00A

1424 . . . . DCR2

. . . . V

. . . . V

1431 . . . . RDCR2

. . . . .

. . . . .

1437 . . . . . AL01A

. . . . . .

. . . . . .

1442 . . . . CAL01A............

. . . . V

. . . . V

1446 . . . . RCAL01A

. . . . .

. . . . .

1452 . . . . . US

. . . . . .

. . . . . .

1457 . . . . CUS............

. . . . .

. . . . .

1461 . . . . . AL04-C

. . . . . V

. . . . . V

1466 . . . . . RAL04-C

. . . . . .

. . . . . .

1472 . . . . CCUS............

. . . . V

. . . . V

1476 . . . . RCCUS

. . . . .

. . . . .

1482 . . . . . AL05-C

. . . . . .

. . . . . .

1487 . . . . . . GS

. . . . . . .

. . . . . . .

1496 . . . . . . .-------> DGSR

1492 . . . . . . DGS

. . . . . . .

. . . . . . .

1499 . . . . CAL05-C........................

. . . . V

. . . . V

1503 . . . . RCAL05-C

. . . . .

. . . . .

1509 . . . . . BR3

. . . . . .

. . . . . .

1514 . . . . CBR3............

. . . . V

. . . . V

1518 . . . . RCBR3

. . . . .

. . . . .

1524 . . . . . AL09-C

. . . . . V

. . . . . V

1529 . . . . . RAL09-C

. . . . . .

. . . . . .

1535 . . . . . . .<------- DGSR

1533 . . . . . . DGSR

. . . . . . V

. . . . . . V

1536 . . . . . . RDGSR

. . . . . . .

. . . . . . .

1540 . . . . . . . AL11-C

. . . . . . . .

. . . . . . . .

1545 . . . . CAL11-C....................................

. . . . V

. . . . V

1549 . . . . RCAL11-C

. . . . .

. . . . .

1555 . . . . . AL10-C

. . . . . .

. . . . . .

1560 . . . . CAL10-C............

. . . . V

. . . . V

1564 . . . . RCAL10-C

. . . . .

. . . . .

1570 . . . . . AL13-3

. . . . . .

. . . . . .

1575 . . . . CAL13-3............

. . . . .

. . . . .

1579 . . . . . AL14

. . . . . V

. . . . . V

1584 . . . . . RAL14

. . . . . .

. . . . . .

1588 . . . . . . AL16

. . . . . . .

. . . . . . .

1593 . . . . 1CAL16........................

. . . . .

. . . . .

1597 . . . . . AL09

. . . . . V

. . . . . V

1602 . . . . . RAL09

. . . . . .

. . . . . .

1606 . . . . . . CH14A

. . . . . . .

. . . . . . .

1611 . . . . . CCH14A............

. . . . . V

. . . . . V

1615 . . . . . RCCH14A

. . . . . .

. . . . . .

1621 . . . . CAL16............

. . . . V

. . . . V

1625 . . . . RCAL16

. . . . .

. . . . .

1631 . . . CCAL16............

. . . V

. . . V

1635 . . . RCCAL16

. . . .

. . . .

1641 . . . . AL90-C

. . . . .

. . . . .

1646 . . . CAL90-C............

. . . V

. . . V

1649 . . . RCAL90-C

. . . .

. . . .

1655 . . . . MEDB

. . . . .

. . . . .

1660 . . . MEADOWIN............

. . . V

. . . V

1665 . . . MEADOWDB

. . . V

. . . V

1689 . . . MEADOWOT

. . . .

. . . .

1697 . . . . .<------- DAL00A

1695 . . . . DAL00A

. . . . V

. . . . V

1698 . . . . RDAL00A

. . . . .

. . . . .

1704 . . . . . AL00A

. . . . . .

. . . . . .

1709 . . . . . . AL00A-C

. . . . . . .

. . . . . . .

1714 . . . . RAINBWIN........................

. . . . V

. . . . V

1718 . . . . RAINBWDB

. . . . V

. . . . V

1741 . . . . RAINBWOT

. . . . .

. . . . .

1747 . . . . . LC01-C

. . . . . .

. . . . . .

1752 . . . . CLC01-C............

. . . . V

. . . . V

1756 . . . . RCLC01-C

. . . . .

. . . . .

1762 . . . . . WA02-C

. . . . . .

. . . . . .

1767 . . . . CWA02-C............

. . . . .

. . . . .

1771 . . . . . AL01B-C

. . . . . .

. . . . . .

1776 . . . . CCWA02-C............

. . . . V

. . . . V

1780 . . . . RCCWA02C

. . . . .

. . . . .

1786 . . . . . LC11-C

. . . . . .

. . . . . .

1791 . . . . CLC11-C............

. . . . V

. . . . V

1795 . . . . RCLC11-C

. . . . .

. . . . .

1801 . . . . . LC14-C

. . . . . .

. . . . . .

1806 . . . . CLC14-C............

. . . . .

. . . . .

1810 . . . . . WA10-C

. . . . . .

. . . . . .

1819 . . . . . .-------> WA10NW

1815 . . . . . WA10D

. . . . . V

. . . . . V

1822 . . . . . RWA10D

. . . . . .

. . . . . .

1828 . . . . CCLC14-C............

. . . . V

. . . . V

1832 . . . . RCCLC14

. . . . .

. . . . .

1838 . . . CRMEDET............

. . . V

. . . V

1842 . . . RCRMEDET

. . . .

. . . .

1848 . . . . LC16-C

. . . . .

. . . . .

1853 . . . . . OG011AC2

. . . . . .

. . . . . .

1862 . . . . . .-------> OG011D

1858 . . . . . OG011AD

. . . . . V

. . . . . V

1865 . . . . . ROG011AD

. . . . . .

. . . . . .

1869 . . . . . . WA01-C

. . . . . . .

. . . . . . .

1874 . . . . . CWA01-C............

. . . . . V

. . . . . V

1878 . . . . . RWA01

. . . . . .

. . . . . .

1882 . . . . . . WA04-C

. . . . . . .

. . . . . . .

1887 . . . . . CWA04-C............

. . . . . V

. . . . . V

1891 . . . . . RCWA04

. . . . . .

. . . . . .

1897 . . . . . . WA09-C

. . . . . . .

. . . . . . .

1902 . . . . . CWA09-C............

. . . . . V

. . . . . V

1906 . . . . . RCWA09

. . . . . .

. . . . . .

1914 . . . . . . .<------- WA10NW

1912 . . . . . . WA10NW

. . . . . . .

. . . . . . .

1915 . . . . . CWA10NW............

. . . . . V

. . . . . V

1919 . . . . . RCWA10NW

. . . . . .

. . . . . .

1925 . . . . . . WA13-C

. . . . . . .

. . . . . . .

1930 . . . . . CWA13-C............

. . . . . .

. . . . . .

1937 . . . . . .-------> WA13NW

1934 . . . . . WA13D

. . . . . V

. . . . . V

1940 . . . . . RWA13D

. . . . . .

. . . . . .

1946 . . . . CLC16-C............

. . . . .

. . . . .

1950 . . . CCLC16-C............

. . . V

. . . V

1954 . . . RCCLC16

. . . .

. . . .

1960 . . . . LC20-C

. . . . .

. . . . .

1965 . . . CLC20-C............

. . . V

. . . V

1969 . . . RCLC20-C

. . . .

. . . .

1975 . . CCAL93............

. . V

. . V

1979 . . RCCAL93

. . .

. . .

1985 . . . LC21

. . . .

. . . .

1990 . . CLC21............

. . .

. . .

1998 . . .-------> DLVOE

1994 . . DCLC21

. . V

. . V

2001 . . RDCLC21

. . .

. . .

2007 . . . V1-C

. . . .

. . . .

2012 . . . . CH59-C

. . . . .

. . . . .

2022 . . . . .-------> DFLAM

2017 . . . . DCH59-C

. . . . .

. . . . .

2029 . . . . .-------> DBN03

2025 . . . . DDCH59-C

. . . . V

. . . . V

2032 . . . . RDDCH59

. . . . .

. . . . .

2037 . . CV1-C........................

. . V

. . V

2041 . . RCV1-C

. . .

. . .

2047 . . . X-C1

. . . .

. . . .

2052 . . CX-C1............

. . V

. . V

2056 . . RCX-C1

. . .

. . .

2062 . . . M

. . . V

. . . V

2067 . . . RM

. . . .

. . . .

2071 . . . . N-C

. . . . .

. . . . .

2076 . . CN-C........................

. . V

. . V

2080 . . RCN-C

. . .

. . .

2086 . . . P-C

. . . .

. . . .

2091 . . CP-C............

. . V

. . V

2095 . . RCP-C

. . .

. . .

2101 . . . Q-C

. . . .

. . . .

2106 . . CQ-C............

. . V

. . V

2110 . . RCQ-C

. . .

. . .

2116 . . . LVW01-C

. . . .

. . . .

2121 . . CLVW01-C............

. . .

. . .

2127 . . . .<------- DLVOE

2125 . . . DLVOE

. . . V

. . . V

2128 . . . RDLVOE

. . . .

. . . .

2134 . . . . H-C1

. . . . .

. . . . .

2139 . . . CH-C1............

. . . V

. . . V

2143 . . . RCH-C1

. . . .

. . . .

2149 . . . . E-C

. . . . .

. . . . .

2154 . . . CE-C............

. . . V

. . . V

2158 . . . RCE-C

. . . .

. . . .

2164 . . . . G

. . . . .

. . . . .

2169 . . . CG............

. . . V

. . . V

2173 . . . RCG

. . . .

. . . .

2179 . . . . K-C1

. . . . .

. . . . .

2184 . . . CK-C1............

. . . V

. . . V

2188 . . . RCK-C1

. . . .

. . . .

2194 . . CCLVW01C............

. . V

. . V

2198 . . RCCLVW01

. . .

. . .

2204 . . . BN06-C

. . . .

. . . .

2209 . . . . BN03-C

. . . . .

. . . . .

2216 . . . . . .<------- DBN03

2214 . . . . . DBN03

. . . . . V

. . . . . V

2217 . . . . . RDBN03

. . . . . .

. . . . . .

2221 . . . CBN03........................

. . . V

. . . V

2225 . . . RCBN03

. . . .

. . . .

2231 . . . . BN08

. . . . .

. . . . .

2236 . . . CBN08............

. . . V

. . . V

2240 . . . RCBN08

. . . .

. . . .

2246 . . . . BN09

. . . . .

. . . . .

2251 . . . CBN09............

. . . V

. . . V

2255 . . . RCBN09

. . . .

. . . .

2261 . . . . BN10-C

. . . . .

. . . . .

2266 . . . CBN10-C............

. . . V

. . . V

2270 . . . RCBN10-C

. . . .

. . . .

2276 . . . . BN12-C

. . . . .

. . . . .

2281 . . . CBN12-C............

. . . V

. . . V

2285 . . . RCBN12-C

. . . .

. . . .

2291 . . . . BN15-C

. . . . .

. . . . .

2296 . . . CBN15-C............

. . . .

. . . .

2300 . . CCBN15-C............

. . V

. . V

2304 . . RCBN15-C

. . .

. . .

2310 . . . CA03

. . . V

. . . V

2315 . . . RCA03

. . . .

. . . .

2319 . . . . CA04-C

. . . . .

. . . . .

2324 . . . CCA04............

. . . V

. . . V

2328 . . . RCCA04

. . . .

. . . .

2334 . . . . CA05

. . . . .

. . . . .

2339 . . . CCA05............

. . . V

. . . V

2343 . . . RCCA05

. . . .

. . . .

2349 . . . . CA06-C

. . . . .

. . . . .

2354 . . . CCA06............

. . . V

. . . V

2358 . . . RCCA06

. . . .

. . . .

2364 . . . . CA08-C

. . . . .

. . . . .

2369 . . . CCA08-C............

. . . V

. . . V

2373 . . . RCCA08-C

. . . .

. . . .

2379 . . . . CA10-C

. . . . .

. . . . .

2384 . . . CCA10-C............

. . . .

. . . .

2388 . . CCCA10-C............

. . V

. . V

2392 . . RCCCA10C

. . .

. . .

2398 . . . ST01-C

. . . V

. . . V

2403 . . . RST01-C

. . . .

. . . .

2407 . . . . ST03-C

. . . . .

. . . . .

2412 . . . CST03-C............

. . . .

. . . .

2416 . . CCST03-C............

. . V

. . V

2420 . . RCCST03C

. . .

. . .

2426 . . . CH70-C

. . . .

. . . .

2431 . . . . CH73

. . . . .

. . . . .

2436 . . . CCH73-C............

. . . V

. . . V

2440 . . . RCH73

. . . .

. . . .

2444 . . . . CH75-C

. . . . .

. . . . .

2449 . . . CCH75-C............

. . . .

. . . .

2453 . . . . CH76

. . . . .

. . . . .

2458 . . . CCH76............

. . . V

. . . V

2462 . . . RCCH76

. . . .

. . . .

2468 . . . . CH77-C

. . . . .

. . . . .

2473 . . . CCH77-C............

. . . .

. . . .

2477 . . CCCH77-C............

. . V

. . V

2481 . . RCCCH73

. . .

. . .

2487 . . . CH91-C

. . . V

. . . V

2492 . . . RCH91-C

. . . .

. . . .

2496 . . . . CH92-C

. . . . .

. . . . .

2501 . . . CCH92-C............

. . . V

. . . V

2505 . . . RCH92-C

. . . .

. . . .

2511 . . . . CH93

. . . . V

. . . . V

2516 . . . . RCH93

. . . . .

. . . . .

2520 . . . . . CH94

. . . . . .

. . . . . .

2525 . . . . CCH94............

. . . . .

. . . . .

2529 . . . CCCH94............

. . . V

. . . V

2533 . . . RCCCH94

. . . .

. . . .

2539 . . . . NEL06-C

. . . . .

. . . . .

2544 . . . CNEL06............

. . . .

. . . .

2548 . . CCNEL06............

 

(***) 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 12:54:36 * * (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 = SW5CH.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 = SW5.DAT

INPUT FILE DATE = MAY 2008

DESIGN STORM = 100-YEAR 6-HR STORM

STORM DISTRIBUTION = SDN #5

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.

12-16 0.832

16-20 0.804

20-30 0.765

30-40 0.725

40-50 0.695

50-100 0.64

 

43 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

.83 .80 .76 .73 .69 .64

 

 

 

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

 

 

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

* *

1159 KK * OAKEYIN *

* *

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

 

1162 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1163 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

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

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .83

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

* * *

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 51. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 42. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 34. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 28. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 22. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 17. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 2. * 1 0645 82 13. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 6. * 1 0650 83 10. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 12. * 1 0655 84 7. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 17. * 1 0700 85 5. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 20. * 1 0705 86 4. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 22. * 1 0710 87 3. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 24. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 24. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 25. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 26. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 28. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 32. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 37. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 44. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 52. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 60. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 68. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 76. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 84. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 94. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 103. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 108. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 107. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 103. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 96. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 90. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 86. * 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 89. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 101. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 125. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 162. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 213. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 284. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 375. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 489. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 637. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 799. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 919. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 952. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 915. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 840. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 751. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 656. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 561. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 477. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 408. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 355. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 322. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 316. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 340. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 387. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 446. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 502. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 530. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 516. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 469. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 402. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 332. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 269. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 216. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 176. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 145. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 120. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 102. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 88. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 78. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 69. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 60. * 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)

+ 952. 3.75 246. 62. 59. 59.

(INCHES) 1.216 1.221 1.221 1.221

(AC-FT) 122. 122. 122. 122.

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .80

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

* * *

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 49. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 41. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 33. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 27. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 21. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 17. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 2. * 1 0645 82 13. * 1 1300 157 0. * 1 1915 232 0.

1 0035 8 5. * 1 0650 83 10. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 10. * 1 0655 84 7. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 14. * 1 0700 85 5. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 17. * 1 0705 86 4. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 19. * 1 0710 87 3. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 20. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 21. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 22. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 23. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 24. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 28. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 32. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 39. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 46. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 54. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 62. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 69. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 76. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 85. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 94. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 99. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 99. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 95. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 89. * 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 80. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 79. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 83. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 94. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 117. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 151. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 199. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

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

1 0320 41 352. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 459. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 600. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 755. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 869. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 902. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 869. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 799. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 715. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 625. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 536. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 456. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 389. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 339. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 308. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 302. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 325. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 369. * 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 60 479. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 506. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 493. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 448. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 385. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 318. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 258. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 208. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 169. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 139. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 115. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 98. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 85. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 75. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 66. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 58. * 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)

+ 902. 3.75 233. 58. 56. 56.

(INCHES) 1.151 1.156 1.156 1.156

(AC-FT) 115. 116. 116. 116.

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .76

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

* * *

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 47. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 39. * 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 25. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 20. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 16. * 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 3. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 7. * 1 0655 84 7. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 10. * 1 0700 85 5. * 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 15. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 16. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 16. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 17. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 18. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

1 0120 17 20. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 22. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 27. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 32. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 39. * 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 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 66. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 74. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 82. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 87. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 88. * 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 79. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 75. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 72. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 71. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 74. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 85. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 105. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 136. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 179. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 240. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 319. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 418. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 548. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 693. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 800. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 833. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 804. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 742. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 666. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 583. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 500. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 426. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 364. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 317. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 288. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 283. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 304. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 345. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 397. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 447. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 472. * 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 64 362. * 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 66 243. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 196. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 160. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 131. * 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 80. * 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 63. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 55. * 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)

+ 833. 3.75 215. 54. 52. 52.

(INCHES) 1.063 1.066 1.066 1.066

(AC-FT) 107. 107. 107. 107.

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .73

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

* * *

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 29. * 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 2. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.

1 0040 9 5. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 7. * 1 0700 85 5. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 10. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 11. * 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 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 21. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 26. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 32. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 39. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 45. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 50. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 56. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 64. * 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 76. * 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 73. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 69. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 66. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 63. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 63. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 66. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 75. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 93. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 121. * 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 40 214. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 286. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 377. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 497. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 630. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 730. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 762. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 738. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 683. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 615. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 539. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 463. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 395. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 338. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 295. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 268. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 263. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

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

1 0445 58 320. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 368. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 414. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 438. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 429. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 391. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 337. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 280. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 228. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 184. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 150. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 123. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 102. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 87. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 75. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 66. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 59. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 51. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.

* * *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 762. 3.75 197. 49. 48. 48.

(INCHES) .973 .976 .976 .976

(AC-FT) 98. 98. 98. 98.

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .69

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

* * *

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 42. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 34. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 28. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 23. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 18. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 14. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 0. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.

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

1 0040 9 3. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 6. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 7. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 9. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 10. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 10. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 11. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

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

1 0120 17 12. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.

1 0125 18 14. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 17. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 22. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 27. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 33. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 39. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 43. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 49. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 56. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 63. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 67. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 68. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 66. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 62. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 59. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 57. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 57. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 60. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 68. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 85. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 110. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 146. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 196. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 262. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 347. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 458. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 583. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 678. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 710. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 689. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 639. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 577. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 507. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 436. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 372. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 318. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 278. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 253. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 248. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 266. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 301. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 346. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 389. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 413. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 405. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 369. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 319. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 265. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

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

1 0530 67 175. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 142. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 117. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 97. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 82. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 71. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 63. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 56. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 49. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.

* * *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 710. 3.75 183. 46. 44. 44.

(INCHES) .907 .910 .910 .910

(AC-FT) 91. 91. 91. 91.

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .64

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

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 38. * 1 1230 151 0. * 1 1845 226 0.

1 0005 2 0. * 1 0620 77 31. * 1 1235 152 0. * 1 1850 227 0.

1 0010 3 0. * 1 0625 78 25. * 1 1240 153 0. * 1 1855 228 0.

1 0015 4 0. * 1 0630 79 21. * 1 1245 154 0. * 1 1900 229 0.

1 0020 5 0. * 1 0635 80 17. * 1 1250 155 0. * 1 1905 230 0.

1 0025 6 0. * 1 0640 81 13. * 1 1255 156 0. * 1 1910 231 0.

1 0030 7 0. * 1 0645 82 10. * 1 1300 157 0. * 1 1915 232 0.

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

1 0040 9 2. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.

1 0045 10 3. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.

1 0050 11 4. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.

1 0055 12 5. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.

1 0100 13 6. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.

1 0105 14 7. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.

1 0110 15 7. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.

1 0115 16 7. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.

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

1 0125 18 9. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.

1 0130 19 12. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.

1 0135 20 15. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.

1 0140 21 19. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.

1 0145 22 24. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.

1 0150 23 28. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.

1 0155 24 32. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.

1 0200 25 37. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.

1 0205 26 42. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.

1 0210 27 48. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.

1 0215 28 52. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.

1 0220 29 53. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.

1 0225 30 52. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.

1 0230 31 49. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.

1 0235 32 47. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.

1 0240 33 46. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.

1 0245 34 46. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.

1 0250 35 49. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.

1 0255 36 56. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.

1 0300 37 70. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.

1 0305 38 91. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.

1 0310 39 120. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.

1 0315 40 163. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.

1 0320 41 219. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.

1 0325 42 292. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.

1 0330 43 389. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.

1 0335 44 500. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.

1 0340 45 584. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.

1 0345 46 615. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.

1 0350 47 601. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.

1 0355 48 560. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.

1 0400 49 508. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.

1 0405 50 447. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.

1 0410 51 386. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.

1 0415 52 330. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.

1 0420 53 283. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.

1 0425 54 247. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.

1 0430 55 225. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.

1 0435 56 220. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.

1 0440 57 235. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.

1 0445 58 266. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.

1 0450 59 306. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.

1 0455 60 345. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.

1 0500 61 366. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.

1 0505 62 360. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.

1 0510 63 329. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.

1 0515 64 286. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.

1 0520 65 238. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.

1 0525 66 195. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.

1 0530 67 158. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.

1 0535 68 129. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.

1 0540 69 106. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.

1 0545 70 88. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.

1 0550 71 75. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.

1 0555 72 65. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.

1 0600 73 57. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.

1 0605 74 50. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.

1 0610 75 44. * 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)

+ 615. 3.75 159. 40. 38. 38.

(INCHES) .788 .790 .790 .790

(AC-FT) 79. 79. 79. 79.

 

CUMULATIVE AREA = 1.88 SQ MI

 

 

 

 

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

 

 

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

* *

1164 KK * OAKEYDB *

* *

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

 

1177 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1178 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

 

1179 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

 

1181 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

 

1184 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

 

1183 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 = .83

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

* *

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. 108.3 42.5 * 1 1640 201 28. 88.4 40.9

1 0005 2 0. .0 26.0 * 1 0825 102 30. 108.1 42.5 * 1 1645 202 28. 88.2 40.9

1 0010 3 0. .0 26.0 * 1 0830 103 30. 107.9 42.5 * 1 1650 203 28. 88.0 40.9

1 0015 4 0. .0 26.0 * 1 0835 104 30. 107.7 42.5 * 1 1655 204 28. 87.8 40.9

1 0020 5 0. .0 26.0 * 1 0840 105 30. 107.5 42.4 * 1 1700 205 28. 87.6 40.9

1 0025 6 0. .0 26.0 * 1 0845 106 30. 107.3 42.4 * 1 1705 206 28. 87.4 40.9

1 0030 7 0. .0 26.0 * 1 0850 107 30. 107.1 42.4 * 1 1710 207 28. 87.2 40.9

1 0035 8 0. .0 26.0 * 1 0855 108 30. 106.9 42.4 * 1 1715 208 28. 87.0 40.8

1 0040 9 1. .1 26.1 * 1 0900 109 30. 106.7 42.4 * 1 1720 209 28. 86.8 40.8

1 0045 10 2. .2 26.2 * 1 0905 110 30. 106.5 42.4 * 1 1725 210 28. 86.6 40.8

1 0050 11 3. .3 26.3 * 1 0910 111 30. 106.3 42.4 * 1 1730 211 28. 86.5 40.8

1 0055 12 4. .4 26.4 * 1 0915 112 30. 106.1 42.4 * 1 1735 212 28. 86.3 40.8

1 0100 13 5. .6 26.6 * 1 0920 113 29. 105.9 42.3 * 1 1740 213 28. 86.1 40.8

1 0105 14 6. .7 26.7 * 1 0925 114 29. 105.7 42.3 * 1 1745 214 28. 85.9 40.7

1 0110 15 7. .8 26.8 * 1 0930 115 29. 105.5 42.3 * 1 1750 215 28. 85.7 40.7

1 0115 16 7. .9 26.9 * 1 0935 116 29. 105.3 42.3 * 1 1755 216 28. 85.5 40.7

1 0120 17 8. 1.1 27.1 * 1 0940 117 29. 105.1 42.3 * 1 1800 217 28. 85.3 40.7

1 0125 18 8. 1.2 27.2 * 1 0945 118 29. 104.9 42.3 * 1 1805 218 28. 85.1 40.7

1 0130 19 9. 1.4 27.4 * 1 0950 119 29. 104.7 42.3 * 1 1810 219 28. 84.9 40.7

1 0135 20 9. 1.6 27.6 * 1 0955 120 29. 104.5 42.2 * 1 1815 220 28. 84.7 40.6

1 0140 21 10. 1.9 27.9 * 1 1000 121 29. 104.3 42.2 * 1 1820 221 28. 84.5 40.6

1 0145 22 11. 2.2 28.1 * 1 1005 122 29. 104.1 42.2 * 1 1825 222 28. 84.3 40.6

1 0150 23 11. 2.6 28.3 * 1 1010 123 29. 103.9 42.2 * 1 1830 223 28. 84.1 40.6

1 0155 24 11. 3.0 28.5 * 1 1015 124 29. 103.7 42.2 * 1 1835 224 28. 84.0 40.6

1 0200 25 12. 3.5 28.7 * 1 1020 125 29. 103.5 42.2 * 1 1840 225 28. 83.8 40.6

1 0205 26 13. 4.0 29.0 * 1 1025 126 29. 103.3 42.2 * 1 1845 226 28. 83.6 40.5

1 0210 27 13. 4.6 29.3 * 1 1030 127 29. 103.1 42.1 * 1 1850 227 28. 83.4 40.5

1 0215 28 14. 5.2 29.6 * 1 1035 128 29. 102.9 42.1 * 1 1855 228 28. 83.2 40.5

1 0220 29 14. 5.8 29.9 * 1 1040 129 29. 102.7 42.1 * 1 1900 229 28. 83.0 40.5

1 0225 30 15. 6.5 30.1 * 1 1045 130 29. 102.5 42.1 * 1 1905 230 28. 82.8 40.5

1 0230 31 15. 7.0 30.1 * 1 1050 131 29. 102.2 42.1 * 1 1910 231 28. 82.6 40.5

1 0235 32 15. 7.6 30.2 * 1 1055 132 29. 102.0 42.1 * 1 1915 232 28. 82.4 40.5

1 0240 33 15. 8.1 30.3 * 1 1100 133 29. 101.8 42.1 * 1 1920 233 28. 82.2 40.4

1 0245 34 15. 8.6 30.3 * 1 1105 134 29. 101.6 42.0 * 1 1925 234 28. 82.0 40.4

1 0250 35 15. 9.1 30.4 * 1 1110 135 29. 101.4 42.0 * 1 1930 235 28. 81.8 40.4

1 0255 36 15. 9.6 30.5 * 1 1115 136 29. 101.2 42.0 * 1 1935 236 28. 81.7 40.4

1 0300 37 16. 10.3 30.5 * 1 1120 137 29. 101.0 42.0 * 1 1940 237 28. 81.5 40.4

1 0305 38 16. 11.2 30.6 * 1 1125 138 29. 100.8 42.0 * 1 1945 238 28. 81.3 40.4

1 0310 39 16. 12.4 30.8 * 1 1130 139 29. 100.6 42.0 * 1 1950 239 28. 81.1 40.3

1 0315 40 16. 14.0 31.0 * 1 1135 140 29. 100.4 42.0 * 1 1955 240 28. 80.9 40.3

1 0320 41 17. 16.1 31.6 * 1 1140 141 29. 100.2 41.9 * 1 2000 241 28. 80.7 40.3

1 0325 42 18. 19.0 32.4 * 1 1145 142 29. 100.0 41.9 * 1 2005 242 28. 80.5 40.3

1 0330 43 20. 22.7 33.4 * 1 1150 143 29. 99.8 41.9 * 1 2010 243 28. 80.3 40.3

1 0335 44 21. 27.5 34.3 * 1 1155 144 29. 99.6 41.9 * 1 2015 244 28. 80.1 40.3

1 0340 45 22. 33.3 35.1 * 1 1200 145 29. 99.4 41.9 * 1 2020 245 28. 79.9 40.2

1 0345 46 23. 39.6 35.9 * 1 1205 146 29. 99.2 41.9 * 1 2025 246 28. 79.8 40.2

1 0350 47 24. 45.8 36.7 * 1 1210 147 29. 99.0 41.8 * 1 2030 247 28. 79.6 40.2

1 0355 48 25. 51.7 37.4 * 1 1215 148 29. 98.8 41.8 * 1 2035 248 27. 79.4 40.2

1 0400 49 25. 57.0 38.0 * 1 1220 149 29. 98.6 41.8 * 1 2040 249 27. 79.2 40.2

1 0405 50 26. 61.7 38.5 * 1 1225 150 29. 98.4 41.8 * 1 2045 250 27. 79.0 40.2

1 0410 51 26. 65.7 38.9 * 1 1230 151 29. 98.2 41.8 * 1 2050 251 27. 78.8 40.2

1 0415 52 27. 69.1 39.2 * 1 1235 152 29. 98.0 41.8 * 1 2055 252 27. 78.6 40.1

1 0420 53 27. 72.0 39.5 * 1 1240 153 29. 97.8 41.7 * 1 2100 253 27. 78.4 40.1

1 0425 54 27. 74.4 39.7 * 1 1245 154 29. 97.6 41.7 * 1 2105 254 27. 78.2 40.1

1 0430 55 27. 76.6 40.0 * 1 1250 155 29. 97.4 41.7 * 1 2110 255 27. 78.1 40.1

1 0435 56 27. 78.6 40.1 * 1 1255 156 29. 97.2 41.7 * 1 2115 256 27. 77.9 40.1

1 0440 57 28. 80.6 40.3 * 1 1300 157 29. 97.0 41.7 * 1 2120 257 27. 77.7 40.1

1 0445 58 28. 83.0 40.5 * 1 1305 158 29. 96.8 41.7 * 1 2125 258 27. 77.5 40.0

1 0450 59 28. 85.6 40.7 * 1 1310 159 29. 96.6 41.6 * 1 2130 259 27. 77.3 40.0

1 0455 60 28. 88.7 41.0 * 1 1315 160 29. 96.4 41.6 * 1 2135 260 27. 77.1 40.0

1 0500 61 28. 92.1 41.3 * 1 1320 161 29. 96.2 41.6 * 1 2140 261 27. 76.9 40.0

1 0505 62 29. 95.5 41.5 * 1 1325 162 29. 96.0 41.6 * 1 2145 262 27. 76.7 40.0

1 0510 63 29. 98.7 41.8 * 1 1330 163 29. 95.8 41.6 * 1 2150 263 27. 76.6 40.0

1 0515 64 29. 101.5 42.0 * 1 1335 164 29. 95.7 41.6 * 1 2155 264 27. 76.4 39.9

1 0520 65 29. 103.8 42.2 * 1 1340 165 29. 95.5 41.5 * 1 2200 265 27. 76.2 39.9

1 0525 66 29. 105.6 42.3 * 1 1345 166 29. 95.3 41.5 * 1 2205 266 27. 76.0 39.9

1 0530 67 30. 107.1 42.4 * 1 1350 167 29. 95.1 41.5 * 1 2210 267 27. 75.8 39.9

1 0535 68 30. 108.3 42.5 * 1 1355 168 29. 94.9 41.5 * 1 2215 268 27. 75.6 39.9

1 0540 69 30. 109.2 42.6 * 1 1400 169 29. 94.7 41.5 * 1 2220 269 27. 75.4 39.8

1 0545 70 30. 109.9 42.6 * 1 1405 170 29. 94.5 41.5 * 1 2225 270 27. 75.2 39.8

1 0550 71 30. 110.4 42.6 * 1 1410 171 29. 94.3 41.4 * 1 2230 271 27. 75.1 39.8

1 0555 72 30. 110.9 42.7 * 1 1415 172 29. 94.1 41.4 * 1 2235 272 27. 74.9 39.8

1 0600 73 30. 111.2 42.7 * 1 1420 173 29. 93.9 41.4 * 1 2240 273 27. 74.7 39.8

1 0605 74 30. 111.5 42.7 * 1 1425 174 29. 93.7 41.4 * 1 2245 274 27. 74.5 39.7

1 0610 75 30. 111.8 42.7 * 1 1430 175 29. 93.5 41.4 * 1 2250 275 27. 74.3 39.7

1 0615 76 30. 112.0 42.8 * 1 1435 176 29. 93.3 41.4 * 1 2255 276 27. 74.1 39.7

1 0620 77 30. 112.1 42.8 * 1 1440 177 29. 93.1 41.3 * 1 2300 277 27. 73.9 39.7

1 0625 78 30. 112.1 42.8 * 1 1445 178 29. 92.9 41.3 * 1 2305 278 27. 73.7 39.7

1 0630 79 30. 112.1 42.8 * 1 1450 179 29. 92.7 41.3 * 1 2310 279 27. 73.6 39.7

1 0635 80 30. 112.1 42.8 * 1 1455 180 29. 92.5 41.3 * 1 2315 280 27. 73.4 39.6

1 0640 81 30. 112.0 42.8 * 1 1500 181 29. 92.3 41.3 * 1 2320 281 27. 73.2 39.6

1 0645 82 30. 111.9 42.8 * 1 1505 182 28. 92.1 41.3 * 1 2325 282 27. 73.0 39.6

1 0650 83 30. 111.8 42.7 * 1 1510 183 28. 91.9 41.2 * 1 2330 283 27. 72.8 39.6

1 0655 84 30. 111.7 42.7 * 1 1515 184 28. 91.7 41.2 * 1 2335 284 27. 72.6 39.6

1 0700 85 30. 111.5 42.7 * 1 1520 185 28. 91.5 41.2 * 1 2340 285 27. 72.5 39.5

1 0705 86 30. 111.3 42.7 * 1 1525 186 28. 91.3 41.2 * 1 2345 286 27. 72.3 39.5

1 0710 87 30. 111.1 42.7 * 1 1530 187 28. 91.1 41.2 * 1 2350 287 27. 72.1 39.5

1 0715 88 30. 111.0 42.7 * 1 1535 188 28. 90.9 41.2 * 1 2355 288 27. 71.9 39.5

1 0720 89 30. 110.8 42.7 * 1 1540 189 28. 90.7 41.1 * 2 0000 289 27. 71.7 39.5

1 0725 90 30. 110.6 42.7 * 1 1545 190 28. 90.5 41.1 * 2 0005 290 27. 71.5 39.5

1 0730 91 30. 110.4 42.6 * 1 1550 191 28. 90.3 41.1 * 2 0010 291 27. 71.3 39.4

1 0735 92 30. 110.2 42.6 * 1 1555 192 28. 90.1 41.1 * 2 0015 292 27. 71.2 39.4

1 0740 93 30. 110.0 42.6 * 1 1600 193 28. 89.9 41.1 * 2 0020 293 27. 71.0 39.4

1 0745 94 30. 109.8 42.6 * 1 1605 194 28. 89.8 41.1 * 2 0025 294 27. 70.8 39.4

1 0750 95 30. 109.6 42.6 * 1 1610 195 28. 89.6 41.0 * 2 0030 295 27. 70.6 39.4

1 0755 96 30. 109.4 42.6 * 1 1615 196 28. 89.4 41.0 * 2 0035 296 27. 70.4 39.3

1 0800 97 30. 109.2 42.6 * 1 1620 197 28. 89.2 41.0 * 2 0040 297 27. 70.2 39.3

1 0805 98 30. 108.9 42.5 * 1 1625 198 28. 89.0 41.0 * 2 0045 298 27. 70.1 39.3

1 0810 99 30. 108.7 42.5 * 1 1630 199 28. 88.8 41.0 * 2 0050 299 27. 69.9 39.3

1 0815 100 30. 108.5 42.5 * 1 1635 200 28. 88.6 41.0 * 2 0055 300 27. 69.7 39.3

* *

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

 

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) .146 .525 .526 .526

(AC-FT) 15. 53. 53. 53.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

112. 6.50 108. 81. 78. 78.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

42.77 6.50 42.45 39.75 39.25 39.25

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .80

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

* *

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 29. 102.1 42.1 * 1 1640 201 28. 82.5 40.5

1 0005 2 0. .0 26.0 * 1 0825 102 29. 101.9 42.1 * 1 1645 202 28. 82.3 40.4

1 0010 3 0. .0 26.0 * 1 0830 103 29. 101.7 42.0 * 1 1650 203 28. 82.1 40.4

1 0015 4 0. .0 26.0 * 1 0835 104 29. 101.5 42.0 * 1 1655 204 28. 81.9 40.4

1 0020 5 0. .0 26.0 * 1 0840 105 29. 101.3 42.0 * 1 1700 205 28. 81.7 40.4

1 0025 6 0. .0 26.0 * 1 0845 106 29. 101.1 42.0 * 1 1705 206 28. 81.5 40.4

1 0030 7 0. .0 26.0 * 1 0850 107 29. 100.9 42.0 * 1 1710 207 28. 81.3 40.4

1 0035 8 0. .0 26.0 * 1 0855 108 29. 100.7 42.0 * 1 1715 208 28. 81.1 40.3

1 0040 9 1. .1 26.1 * 1 0900 109 29. 100.5 42.0 * 1 1720 209 28. 81.0 40.3

1 0045 10 1. .2 26.2 * 1 0905 110 29. 100.3 41.9 * 1 1725 210 28. 80.8 40.3

1 0050 11 2. .2 26.2 * 1 0910 111 29. 100.1 41.9 * 1 1730 211 28. 80.6 40.3

1 0055 12 3. .4 26.4 * 1 0915 112 29. 99.9 41.9 * 1 1735 212 28. 80.4 40.3

1 0100 13 4. .5 26.5 * 1 0920 113 29. 99.7 41.9 * 1 1740 213 28. 80.2 40.3

1 0105 14 5. .6 26.6 * 1 0925 114 29. 99.5 41.9 * 1 1745 214 28. 80.0 40.3

1 0110 15 6. .7 26.7 * 1 0930 115 29. 99.3 41.9 * 1 1750 215 28. 79.8 40.2

1 0115 16 6. .8 26.8 * 1 0935 116 29. 99.1 41.8 * 1 1755 216 28. 79.6 40.2

1 0120 17 7. .9 26.9 * 1 0940 117 29. 98.9 41.8 * 1 1800 217 27. 79.4 40.2

1 0125 18 7. 1.0 27.0 * 1 0945 118 29. 98.7 41.8 * 1 1805 218 27. 79.2 40.2

1 0130 19 8. 1.2 27.2 * 1 0950 119 29. 98.5 41.8 * 1 1810 219 27. 79.1 40.2

1 0135 20 9. 1.4 27.4 * 1 0955 120 29. 98.3 41.8 * 1 1815 220 27. 78.9 40.2

1 0140 21 9. 1.6 27.6 * 1 1000 121 29. 98.1 41.8 * 1 1820 221 27. 78.7 40.1

1 0145 22 10. 1.9 27.9 * 1 1005 122 29. 97.9 41.7 * 1 1825 222 27. 78.5 40.1

1 0150 23 11. 2.2 28.1 * 1 1010 123 29. 97.7 41.7 * 1 1830 223 27. 78.3 40.1

1 0155 24 11. 2.6 28.3 * 1 1015 124 29. 97.5 41.7 * 1 1835 224 27. 78.1 40.1

1 0200 25 12. 3.0 28.5 * 1 1020 125 29. 97.3 41.7 * 1 1840 225 27. 77.9 40.1

1 0205 26 12. 3.5 28.7 * 1 1025 126 29. 97.1 41.7 * 1 1845 226 27. 77.7 40.1

1 0210 27 13. 4.0 29.0 * 1 1030 127 29. 96.9 41.7 * 1 1850 227 27. 77.5 40.0

1 0215 28 13. 4.6 29.3 * 1 1035 128 29. 96.7 41.6 * 1 1855 228 27. 77.4 40.0

1 0220 29 14. 5.2 29.6 * 1 1040 129 29. 96.5 41.6 * 1 1900 229 27. 77.2 40.0

1 0225 30 14. 5.8 29.9 * 1 1045 130 29. 96.3 41.6 * 1 1905 230 27. 77.0 40.0

1 0230 31 15. 6.3 30.0 * 1 1050 131 29. 96.1 41.6 * 1 1910 231 27. 76.8 40.0

1 0235 32 15. 6.8 30.1 * 1 1055 132 29. 95.9 41.6 * 1 1915 232 27. 76.6 40.0

1 0240 33 15. 7.2 30.2 * 1 1100 133 29. 95.7 41.6 * 1 1920 233 27. 76.4 39.9

1 0245 34 15. 7.7 30.2 * 1 1105 134 29. 95.5 41.5 * 1 1925 234 27. 76.2 39.9

1 0250 35 15. 8.1 30.3 * 1 1110 135 29. 95.3 41.5 * 1 1930 235 27. 76.0 39.9

1 0255 36 15. 8.7 30.3 * 1 1115 136 29. 95.1 41.5 * 1 1935 236 27. 75.9 39.9

1 0300 37 15. 9.3 30.4 * 1 1120 137 29. 94.9 41.5 * 1 1940 237 27. 75.7 39.9

1 0305 38 15. 10.1 30.5 * 1 1125 138 29. 94.7 41.5 * 1 1945 238 27. 75.5 39.8

1 0310 39 16. 11.2 30.6 * 1 1130 139 29. 94.5 41.5 * 1 1950 239 27. 75.3 39.8

1 0315 40 16. 12.7 30.8 * 1 1135 140 29. 94.3 41.4 * 1 1955 240 27. 75.1 39.8

1 0320 41 17. 14.7 31.2 * 1 1140 141 29. 94.1 41.4 * 1 2000 241 27. 74.9 39.8

1 0325 42 18. 17.4 31.9 * 1 1145 142 29. 93.9 41.4 * 1 2005 242 27. 74.7 39.8

1 0330 43 19. 20.9 32.9 * 1 1150 143 29. 93.7 41.4 * 1 2010 243 27. 74.5 39.8

1 0335 44 21. 25.4 34.1 * 1 1155 144 29. 93.5 41.4 * 1 2015 244 27. 74.4 39.7

1 0340 45 22. 30.9 34.8 * 1 1200 145 29. 93.3 41.4 * 1 2020 245 27. 74.2 39.7

1 0345 46 23. 36.8 35.6 * 1 1205 146 29. 93.1 41.3 * 1 2025 246 27. 74.0 39.7

1 0350 47 23. 42.7 36.3 * 1 1210 147 29. 92.9 41.3 * 1 2030 247 27. 73.8 39.7

1 0355 48 24. 48.3 37.0 * 1 1215 148 29. 92.7 41.3 * 1 2035 248 27. 73.6 39.7

1 0400 49 25. 53.4 37.6 * 1 1220 149 29. 92.6 41.3 * 1 2040 249 27. 73.4 39.6

1 0405 50 25. 57.8 38.1 * 1 1225 150 29. 92.4 41.3 * 1 2045 250 27. 73.2 39.6

1 0410 51 26. 61.6 38.5 * 1 1230 151 28. 92.2 41.3 * 1 2050 251 27. 73.1 39.6

1 0415 52 26. 64.9 38.8 * 1 1235 152 28. 92.0 41.2 * 1 2055 252 27. 72.9 39.6

1 0420 53 26. 67.6 39.1 * 1 1240 153 28. 91.8 41.2 * 1 2100 253 27. 72.7 39.6

1 0425 54 27. 69.9 39.3 * 1 1245 154 28. 91.6 41.2 * 1 2105 254 27. 72.5 39.6

1 0430 55 27. 72.0 39.5 * 1 1250 155 28. 91.4 41.2 * 1 2110 255 27. 72.3 39.5

1 0435 56 27. 73.9 39.7 * 1 1255 156 28. 91.2 41.2 * 1 2115 256 27. 72.1 39.5

1 0440 57 27. 75.9 39.9 * 1 1300 157 28. 91.0 41.2 * 1 2120 257 27. 71.9 39.5

1 0445 58 27. 78.1 40.1 * 1 1305 158 28. 90.8 41.1 * 1 2125 258 27. 71.8 39.5

1 0450 59 28. 80.6 40.3 * 1 1310 159 28. 90.6 41.1 * 1 2130 259 27. 71.6 39.5

1 0455 60 28. 83.5 40.5 * 1 1315 160 28. 90.4 41.1 * 1 2135 260 27. 71.4 39.4

1 0500 61 28. 86.7 40.8 * 1 1320 161 28. 90.2 41.1 * 1 2140 261 27. 71.2 39.4

1 0505 62 28. 90.0 41.1 * 1 1325 162 28. 90.0 41.1 * 1 2145 262 27. 71.0 39.4

1 0510 63 29. 93.0 41.3 * 1 1330 163 28. 89.8 41.1 * 1 2150 263 27. 70.8 39.4

1 0515 64 29. 95.7 41.6 * 1 1335 164 28. 89.6 41.1 * 1 2155 264 27. 70.7 39.4

1 0520 65 29. 97.9 41.7 * 1 1340 165 28. 89.4 41.0 * 1 2200 265 27. 70.5 39.3

1 0525 66 29. 99.7 41.9 * 1 1345 166 28. 89.2 41.0 * 1 2205 266 27. 70.3 39.3

1 0530 67 29. 101.1 42.0 * 1 1350 167 28. 89.0 41.0 * 1 2210 267 27. 70.1 39.3

1 0535 68 29. 102.2 42.1 * 1 1355 168 28. 88.8 41.0 * 1 2215 268 27. 69.9 39.3

1 0540 69 29. 103.1 42.1 * 1 1400 169 28. 88.6 41.0 * 1 2220 269 27. 69.7 39.3

1 0545 70 29. 103.7 42.2 * 1 1405 170 28. 88.4 41.0 * 1 2225 270 27. 69.6 39.3

1 0550 71 29. 104.3 42.2 * 1 1410 171 28. 88.3 40.9 * 1 2230 271 27. 69.4 39.2

1 0555 72 29. 104.7 42.3 * 1 1415 172 28. 88.1 40.9 * 1 2235 272 27. 69.2 39.2

1 0600 73 29. 105.0 42.3 * 1 1420 173 28. 87.9 40.9 * 1 2240 273 26. 69.0 39.2

1 0605 74 29. 105.3 42.3 * 1 1425 174 28. 87.7 40.9 * 1 2245 274 26. 68.8 39.2

1 0610 75 29. 105.6 42.3 * 1 1430 175 28. 87.5 40.9 * 1 2250 275 26. 68.6 39.2

1 0615 76 29. 105.7 42.3 * 1 1435 176 28. 87.3 40.9 * 1 2255 276 26. 68.5 39.1

1 0620 77 29. 105.8 42.3 * 1 1440 177 28. 87.1 40.8 * 1 2300 277 26. 68.3 39.1

1 0625 78 29. 105.9 42.3 * 1 1445 178 28. 86.9 40.8 * 1 2305 278 26. 68.1 39.1

1 0630 79 29. 105.9 42.3 * 1 1450 179 28. 86.7 40.8 * 1 2310 279 26. 67.9 39.1

1 0635 80 29. 105.8 42.3 * 1 1455 180 28. 86.5 40.8 * 1 2315 280 26. 67.7 39.1

1 0640 81 29. 105.8 42.3 * 1 1500 181 28. 86.3 40.8 * 1 2320 281 26. 67.6 39.1

1 0645 82 29. 105.7 42.3 * 1 1505 182 28. 86.1 40.8 * 1 2325 282 26. 67.4 39.0

1 0650 83 29. 105.5 42.3 * 1 1510 183 28. 85.9 40.7 * 1 2330 283 26. 67.2 39.0

1 0655 84 29. 105.4 42.3 * 1 1515 184 28. 85.7 40.7 * 1 2335 284 26. 67.0 39.0

1 0700 85 29. 105.2 42.3 * 1 1520 185 28. 85.5 40.7 * 1 2340 285 26. 66.8 39.0

1 0705 86 29. 105.1 42.3 * 1 1525 186 28. 85.4 40.7 * 1 2345 286 26. 66.7 39.0

1 0710 87 29. 104.9 42.3 * 1 1530 187 28. 85.2 40.7 * 1 2350 287 26. 66.5 38.9

1 0715 88 29. 104.7 42.3 * 1 1535 188 28. 85.0 40.7 * 1 2355 288 26. 66.3 38.9

1 0720 89 29. 104.5 42.2 * 1 1540 189 28. 84.8 40.6 * 2 0000 289 26. 66.1 38.9

1 0725 90 29. 104.3 42.2 * 1 1545 190 28. 84.6 40.6 * 2 0005 290 26. 65.9 38.9

1 0730 91 29. 104.1 42.2 * 1 1550 191 28. 84.4 40.6 * 2 0010 291 26. 65.7 38.9

1 0735 92 29. 103.9 42.2 * 1 1555 192 28. 84.2 40.6 * 2 0015 292 26. 65.6 38.9

1 0740 93 29. 103.7 42.2 * 1 1600 193 28. 84.0 40.6 * 2 0020 293 26. 65.4 38.8

1 0745 94 29. 103.5 42.2 * 1 1605 194 28. 83.8 40.6 * 2 0025 294 26. 65.2 38.8

1 0750 95 29. 103.3 42.2 * 1 1610 195 28. 83.6 40.6 * 2 0030 295 26. 65.0 38.8

1 0755 96 29. 103.1 42.1 * 1 1615 196 28. 83.4 40.5 * 2 0035 296 26. 64.8 38.8

1 0800 97 29. 102.9 42.1 * 1 1620 197 28. 83.2 40.5 * 2 0040 297 26. 64.7 38.8

1 0805 98 29. 102.7 42.1 * 1 1625 198 28. 83.0 40.5 * 2 0045 298 26. 64.5 38.7

1 0810 99 29. 102.5 42.1 * 1 1630 199 28. 82.9 40.5 * 2 0050 299 26. 64.3 38.7

1 0815 100 29. 102.3 42.1 * 1 1635 200 28. 82.7 40.5 * 2 0055 300 26. 64.1 38.7

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 29. 6.42 29. 26. 25. 25.

(INCHES) .144 .516 .516 .516

(AC-FT) 14. 52. 52. 52.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

106. 6.50 101. 76. 73. 73.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

42.34 6.50 42.00 39.29 38.81 38.81

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .76

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

* *

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 29. 93.6 41.4 * 1 1640 201 27. 74.4 39.7

1 0005 2 0. .0 26.0 * 1 0825 102 29. 93.4 41.4 * 1 1645 202 27. 74.2 39.7

1 0010 3 0. .0 26.0 * 1 0830 103 29. 93.2 41.3 * 1 1650 203 27. 74.0 39.7

1 0015 4 0. .0 26.0 * 1 0835 104 29. 93.0 41.3 * 1 1655 204 27. 73.8 39.7

1 0020 5 0. .0 26.0 * 1 0840 105 29. 92.8 41.3 * 1 1700 205 27. 73.6 39.7

1 0025 6 0. .0 26.0 * 1 0845 106 29. 92.6 41.3 * 1 1705 206 27. 73.5 39.6

1 0030 7 0. .0 26.0 * 1 0850 107 29. 92.4 41.3 * 1 1710 207 27. 73.3 39.6

1 0035 8 0. .0 26.0 * 1 0855 108 29. 92.2 41.3 * 1 1715 208 27. 73.1 39.6

1 0040 9 0. .1 26.1 * 1 0900 109 28. 92.0 41.2 * 1 1720 209 27. 72.9 39.6

1 0045 10 1. .1 26.1 * 1 0905 110 28. 91.8 41.2 * 1 1725 210 27. 72.7 39.6

1 0050 11 2. .2 26.2 * 1 0910 111 28. 91.6 41.2 * 1 1730 211 27. 72.5 39.6

1 0055 12 2. .3 26.3 * 1 0915 112 28. 91.4 41.2 * 1 1735 212 27. 72.3 39.5

1 0100 13 3. .4 26.4 * 1 0920 113 28. 91.2 41.2 * 1 1740 213 27. 72.2 39.5

1 0105 14 4. .4 26.4 * 1 0925 114 28. 91.0 41.2 * 1 1745 214 27. 72.0 39.5

1 0110 15 5. .5 26.5 * 1 0930 115 28. 90.8 41.2 * 1 1750 215 27. 71.8 39.5

1 0115 16 5. .6 26.6 * 1 0935 116 28. 90.6 41.1 * 1 1755 216 27. 71.6 39.5

1 0120 17 6. .7 26.7 * 1 0940 117 28. 90.4 41.1 * 1 1800 217 27. 71.4 39.4

1 0125 18 7. .8 26.8 * 1 0945 118 28. 90.2 41.1 * 1 1805 218 27. 71.2 39.4

1 0130 19 7. .9 26.9 * 1 0950 119 28. 90.0 41.1 * 1 1810 219 27. 71.1 39.4

1 0135 20 8. 1.1 27.1 * 1 0955 120 28. 89.8 41.1 * 1 1815 220 27. 70.9 39.4

1 0140 21 8. 1.3 27.3 * 1 1000 121 28. 89.6 41.1 * 1 1820 221 27. 70.7 39.4

1 0145 22 9. 1.5 27.5 * 1 1005 122 28. 89.5 41.0 * 1 1825 222 27. 70.5 39.4

1 0150 23 10. 1.8 27.8 * 1 1010 123 28. 89.3 41.0 * 1 1830 223 27. 70.3 39.3

1 0155 24 10. 2.1 28.0 * 1 1015 124 28. 89.1 41.0 * 1 1835 224 27. 70.1 39.3

1 0200 25 11. 2.5 28.2 * 1 1020 125 28. 88.9 41.0 * 1 1840 225 27. 70.0 39.3

1 0205 26 11. 2.9 28.4 * 1 1025 126 28. 88.7 41.0 * 1 1845 226 27. 69.8 39.3

1 0210 27 12. 3.3 28.7 * 1 1030 127 28. 88.5 41.0 * 1 1850 227 27. 69.6 39.3

1 0215 28 12. 3.8 28.9 * 1 1035 128 28. 88.3 40.9 * 1 1855 228 27. 69.4 39.2

1 0220 29 13. 4.3 29.2 * 1 1040 129 28. 88.1 40.9 * 1 1900 229 27. 69.2 39.2

1 0225 30 13. 4.8 29.4 * 1 1045 130 28. 87.9 40.9 * 1 1905 230 27. 69.0 39.2

1 0230 31 14. 5.3 29.7 * 1 1050 131 28. 87.7 40.9 * 1 1910 231 26. 68.9 39.2

1 0235 32 14. 5.7 29.9 * 1 1055 132 28. 87.5 40.9 * 1 1915 232 26. 68.7 39.2

1 0240 33 15. 6.1 30.0 * 1 1100 133 28. 87.3 40.9 * 1 1920 233 26. 68.5 39.1

1 0245 34 15. 6.5 30.1 * 1 1105 134 28. 87.1 40.8 * 1 1925 234 26. 68.3 39.1

1 0250 35 15. 6.9 30.1 * 1 1110 135 28. 86.9 40.8 * 1 1930 235 26. 68.1 39.1

1 0255 36 15. 7.4 30.2 * 1 1115 136 28. 86.7 40.8 * 1 1935 236 26. 67.9 39.1

1 0300 37 15. 7.9 30.2 * 1 1120 137 28. 86.5 40.8 * 1 1940 237 26. 67.8 39.1

1 0305 38 15. 8.7 30.3 * 1 1125 138 28. 86.3 40.8 * 1 1945 238 26. 67.6 39.1

1 0310 39 15. 9.6 30.5 * 1 1130 139 28. 86.2 40.8 * 1 1950 239 26. 67.4 39.0

1 0315 40 16. 11.0 30.6 * 1 1135 140 28. 86.0 40.7 * 1 1955 240 26. 67.2 39.0

1 0320 41 16. 12.8 30.8 * 1 1140 141 28. 85.8 40.7 * 1 2000 241 26. 67.0 39.0

1 0325 42 17. 15.2 31.3 * 1 1145 142 28. 85.6 40.7 * 1 2005 242 26. 66.9 39.0

1 0330 43 18. 18.4 32.2 * 1 1150 143 28. 85.4 40.7 * 1 2010 243 26. 66.7 39.0

1 0335 44 20. 22.6 33.3 * 1 1155 144 28. 85.2 40.7 * 1 2015 244 26. 66.5 38.9

1 0340 45 21. 27.6 34.3 * 1 1200 145 28. 85.0 40.7 * 1 2020 245 26. 66.3 38.9

1 0345 46 22. 33.0 35.1 * 1 1205 146 28. 84.8 40.7 * 1 2025 246 26. 66.1 38.9

1 0350 47 23. 38.5 35.8 * 1 1210 147 28. 84.6 40.6 * 1 2030 247 26. 66.0 38.9

1 0355 48 24. 43.7 36.4 * 1 1215 148 28. 84.4 40.6 * 1 2035 248 26. 65.8 38.9

1 0400 49 24. 48.4 37.0 * 1 1220 149 28. 84.2 40.6 * 1 2040 249 26. 65.6 38.9

1 0405 50 25. 52.5 37.5 * 1 1225 150 28. 84.0 40.6 * 1 2045 250 26. 65.4 38.8

1 0410 51 25. 56.1 37.9 * 1 1230 151 28. 83.8 40.6 * 1 2050 251 26. 65.2 38.8

1 0415 52 25. 59.1 38.2 * 1 1235 152 28. 83.7 40.6 * 1 2055 252 26. 65.1 38.8

1 0420 53 26. 61.6 38.5 * 1 1240 153 28. 83.5 40.5 * 1 2100 253 26. 64.9 38.8

1 0425 54 26. 63.8 38.7 * 1 1245 154 28. 83.3 40.5 * 1 2105 254 26. 64.7 38.8

1 0430 55 26. 65.7 38.9 * 1 1250 155 28. 83.1 40.5 * 1 2110 255 26. 64.5 38.8

1 0435 56 26. 67.5 39.0 * 1 1255 156 28. 82.9 40.5 * 1 2115 256 26. 64.3 38.7

1 0440 57 27. 69.3 39.2 * 1 1300 157 28. 82.7 40.5 * 1 2120 257 26. 64.2 38.7

1 0445 58 27. 71.4 39.4 * 1 1305 158 28. 82.5 40.5 * 1 2125 258 26. 64.0 38.7

1 0450 59 27. 73.7 39.7 * 1 1310 159 28. 82.3 40.4 * 1 2130 259 26. 63.8 38.7

1 0455 60 27. 76.4 39.9 * 1 1315 160 28. 82.1 40.4 * 1 2135 260 26. 63.6 38.7

1 0500 61 27. 79.4 40.2 * 1 1320 161 28. 81.9 40.4 * 1 2140 261 26. 63.4 38.6

1 0505 62 28. 82.4 40.5 * 1 1325 162 28. 81.7 40.4 * 1 2145 262 26. 63.3 38.6

1 0510 63 28. 85.3 40.7 * 1 1330 163 28. 81.6 40.4 * 1 2150 263 26. 63.1 38.6

1 0515 64 28. 87.8 40.9 * 1 1335 164 28. 81.4 40.4 * 1 2155 264 26. 62.9 38.6

1 0520 65 28. 89.9 41.1 * 1 1340 165 28. 81.2 40.3 * 1 2200 265 26. 62.7 38.6

1 0525 66 28. 91.5 41.2 * 1 1345 166 28. 81.0 40.3 * 1 2205 266 26. 62.6 38.6

1 0530 67 29. 92.9 41.3 * 1 1350 167 28. 80.8 40.3 * 1 2210 267 26. 62.4 38.5

1 0535 68 29. 93.9 41.4 * 1 1355 168 28. 80.6 40.3 * 1 2215 268 26. 62.2 38.5

1 0540 69 29. 94.7 41.5 * 1 1400 169 28. 80.4 40.3 * 1 2220 269 26. 62.0 38.5

1 0545 70 29. 95.3 41.5 * 1 1405 170 28. 80.2 40.3 * 1 2225 270 26. 61.8 38.5

1 0550 71 29. 95.8 41.6 * 1 1410 171 28. 80.0 40.3 * 1 2230 271 26. 61.7 38.5

1 0555 72 29. 96.2 41.6 * 1 1415 172 28. 79.8 40.2 * 1 2235 272 26. 61.5 38.4

1 0600 73 29. 96.5 41.6 * 1 1420 173 28. 79.7 40.2 * 1 2240 273 26. 61.3 38.4

1 0605 74 29. 96.8 41.6 * 1 1425 174 28. 79.5 40.2 * 1 2245 274 26. 61.1 38.4

1 0610 75 29. 97.0 41.7 * 1 1430 175 27. 79.3 40.2 * 1 2250 275 26. 61.0 38.4

1 0615 76 29. 97.2 41.7 * 1 1435 176 27. 79.1 40.2 * 1 2255 276 26. 60.8 38.4

1 0620 77 29. 97.2 41.7 * 1 1440 177 27. 78.9 40.2 * 1 2300 277 26. 60.6 38.4

1 0625 78 29. 97.3 41.7 * 1 1445 178 27. 78.7 40.1 * 1 2305 278 26. 60.4 38.3

1 0630 79 29. 97.3 41.7 * 1 1450 179 27. 78.5 40.1 * 1 2310 279 26. 60.3 38.3

1 0635 80 29. 97.2 41.7 * 1 1455 180 27. 78.3 40.1 * 1 2315 280 26. 60.1 38.3

1 0640 81 29. 97.2 41.7 * 1 1500 181 27. 78.1 40.1 * 1 2320 281 26. 59.9 38.3

1 0645 82 29. 97.1 41.7 * 1 1505 182 27. 78.0 40.1 * 1 2325 282 26. 59.7 38.3

1 0650 83 29. 96.9 41.7 * 1 1510 183 27. 77.8 40.1 * 1 2330 283 26. 59.5 38.3

1 0655 84 29. 96.8 41.6 * 1 1515 184 27. 77.6 40.0 * 1 2335 284 26. 59.4 38.2

1 0700 85 29. 96.6 41.6 * 1 1520 185 27. 77.4 40.0 * 1 2340 285 26. 59.2 38.2

1 0705 86 29. 96.5 41.6 * 1 1525 186 27. 77.2 40.0 * 1 2345 286 25. 59.0 38.2

1 0710 87 29. 96.3 41.6 * 1 1530 187 27. 77.0 40.0 * 1 2350 287 25. 58.8 38.2

1 0715 88 29. 96.1 41.6 * 1 1535 188 27. 76.8 40.0 * 1 2355 288 25. 58.7 38.2

1 0720 89 29. 95.9 41.6 * 1 1540 189 27. 76.6 40.0 * 2 0000 289 25. 58.5 38.1

1 0725 90 29. 95.7 41.6 * 1 1545 190 27. 76.4 39.9 * 2 0005 290 25. 58.3 38.1

1 0730 91 29. 95.5 41.5 * 1 1550 191 27. 76.3 39.9 * 2 0010 291 25. 58.1 38.1

1 0735 92 29. 95.3 41.5 * 1 1555 192 27. 76.1 39.9 * 2 0015 292 25. 58.0 38.1

1 0740 93 29. 95.1 41.5 * 1 1600 193 27. 75.9 39.9 * 2 0020 293 25. 57.8 38.1

1 0745 94 29. 94.9 41.5 * 1 1605 194 27. 75.7 39.9 * 2 0025 294 25. 57.6 38.1

1 0750 95 29. 94.7 41.5 * 1 1610 195 27. 75.5 39.9 * 2 0030 295 25. 57.4 38.0

1 0755 96 29. 94.6 41.5 * 1 1615 196 27. 75.3 39.8 * 2 0035 296 25. 57.3 38.0

1 0800 97 29. 94.4 41.4 * 1 1620 197 27. 75.1 39.8 * 2 0040 297 25. 57.1 38.0

1 0805 98 29. 94.2 41.4 * 1 1625 198 27. 74.9 39.8 * 2 0045 298 25. 56.9 38.0

1 0810 99 29. 94.0 41.4 * 1 1630 199 27. 74.8 39.8 * 2 0050 299 25. 56.7 38.0

1 0815 100 29. 93.8 41.4 * 1 1635 200 27. 74.6 39.8 * 2 0055 300 25. 56.6 37.9

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 29. 6.42 29. 25. 24. 24.

(INCHES) .141 .502 .502 .502

(AC-FT) 14. 50. 50. 50.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

97. 6.42 93. 69. 66. 66.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

41.69 6.42 41.32 38.63 38.17 38.17

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .73

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

* *

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 28. 85.0 40.7 * 1 1640 201 26. 66.3 38.9

1 0005 2 0. .0 26.0 * 1 0825 102 28. 84.8 40.6 * 1 1645 202 26. 66.1 38.9

1 0010 3 0. .0 26.0 * 1 0830 103 28. 84.6 40.6 * 1 1650 203 26. 65.9 38.9

1 0015 4 0. .0 26.0 * 1 0835 104 28. 84.4 40.6 * 1 1655 204 26. 65.7 38.9

1 0020 5 0. .0 26.0 * 1 0840 105 28. 84.2 40.6 * 1 1700 205 26. 65.6 38.9

1 0025 6 0. .0 26.0 * 1 0845 106 28. 84.0 40.6 * 1 1705 206 26. 65.4 38.8

1 0030 7 0. .0 26.0 * 1 0850 107 28. 83.8 40.6 * 1 1710 207 26. 65.2 38.8

1 0035 8 0. .0 26.0 * 1 0855 108 28. 83.6 40.6 * 1 1715 208 26. 65.0 38.8

1 0040 9 0. .0 26.0 * 1 0900 109 28. 83.4 40.5 * 1 1720 209 26. 64.8 38.8

1 0045 10 1. .1 26.1 * 1 0905 110 28. 83.2 40.5 * 1 1725 210 26. 64.7 38.8

1 0050 11 1. .1 26.1 * 1 0910 111 28. 83.0 40.5 * 1 1730 211 26. 64.5 38.7

1 0055 12 2. .2 26.2 * 1 0915 112 28. 82.9 40.5 * 1 1735 212 26. 64.3 38.7

1 0100 13 2. .3 26.3 * 1 0920 113 28. 82.7 40.5 * 1 1740 213 26. 64.1 38.7

1 0105 14 3. .3 26.3 * 1 0925 114 28. 82.5 40.5 * 1 1745 214 26. 64.0 38.7

1 0110 15 3. .4 26.4 * 1 0930 115 28. 82.3 40.4 * 1 1750 215 26. 63.8 38.7

1 0115 16 4. .5 26.5 * 1 0935 116 28. 82.1 40.4 * 1 1755 216 26. 63.6 38.7

1 0120 17 5. .5 26.5 * 1 0940 117 28. 81.9 40.4 * 1 1800 217 26. 63.4 38.6

1 0125 18 5. .6 26.6 * 1 0945 118 28. 81.7 40.4 * 1 1805 218 26. 63.2 38.6

1 0130 19 6. .7 26.7 * 1 0950 119 28. 81.5 40.4 * 1 1810 219 26. 63.1 38.6

1 0135 20 7. .8 26.8 * 1 0955 120 28. 81.3 40.4 * 1 1815 220 26. 62.9 38.6

1 0140 21 7. 1.0 27.0 * 1 1000 121 28. 81.1 40.3 * 1 1820 221 26. 62.7 38.6

1 0145 22 8. 1.2 27.2 * 1 1005 122 28. 81.0 40.3 * 1 1825 222 26. 62.5 38.6

1 0150 23 9. 1.4 27.4 * 1 1010 123 28. 80.8 40.3 * 1 1830 223 26. 62.3 38.5

1 0155 24 9. 1.7 27.7 * 1 1015 124 28. 80.6 40.3 * 1 1835 224 26. 62.2 38.5

1 0200 25 10. 2.0 28.0 * 1 1020 125 28. 80.4 40.3 * 1 1840 225 26. 62.0 38.5

1 0205 26 11. 2.3 28.1 * 1 1025 126 28. 80.2 40.3 * 1 1845 226 26. 61.8 38.5

1 0210 27 11. 2.7 28.3 * 1 1030 127 28. 80.0 40.3 * 1 1850 227 26. 61.6 38.5

1 0215 28 12. 3.1 28.6 * 1 1035 128 28. 79.8 40.2 * 1 1855 228 26. 61.5 38.4

1 0220 29 12. 3.6 28.8 * 1 1040 129 28. 79.6 40.2 * 1 1900 229 26. 61.3 38.4

1 0225 30 13. 4.0 29.0 * 1 1045 130 27. 79.4 40.2 * 1 1905 230 26. 61.1 38.4

1 0230 31 13. 4.4 29.2 * 1 1050 131 27. 79.2 40.2 * 1 1910 231 26. 60.9 38.4

1 0235 32 13. 4.8 29.4 * 1 1055 132 27. 79.1 40.2 * 1 1915 232 26. 60.8 38.4

1 0240 33 14. 5.1 29.6 * 1 1100 133 27. 78.9 40.2 * 1 1920 233 26. 60.6 38.4

1 0245 34 14. 5.5 29.7 * 1 1105 134 27. 78.7 40.1 * 1 1925 234 26. 60.4 38.3

1 0250 35 14. 5.8 29.9 * 1 1110 135 27. 78.5 40.1 * 1 1930 235 26. 60.2 38.3

1 0255 36 15. 6.2 30.0 * 1 1115 136 27. 78.3 40.1 * 1 1935 236 26. 60.0 38.3

1 0300 37 15. 6.7 30.1 * 1 1120 137 27. 78.1 40.1 * 1 1940 237 26. 59.9 38.3

1 0305 38 15. 7.3 30.2 * 1 1125 138 27. 77.9 40.1 * 1 1945 238 26. 59.7 38.3

1 0310 39 15. 8.2 30.3 * 1 1130 139 27. 77.7 40.1 * 1 1950 239 26. 59.5 38.3

1 0315 40 15. 9.4 30.4 * 1 1135 140 27. 77.5 40.0 * 1 1955 240 26. 59.3 38.2

1 0320 41 16. 11.0 30.6 * 1 1140 141 27. 77.4 40.0 * 1 2000 241 26. 59.2 38.2

1 0325 42 16. 13.1 30.9 * 1 1145 142 27. 77.2 40.0 * 1 2005 242 25. 59.0 38.2

1 0330 43 17. 16.0 31.6 * 1 1150 143 27. 77.0 40.0 * 1 2010 243 25. 58.8 38.2

1 0335 44 19. 19.8 32.6 * 1 1155 144 27. 76.8 40.0 * 1 2015 244 25. 58.6 38.2

1 0340 45 20. 24.3 33.8 * 1 1200 145 27. 76.6 40.0 * 1 2020 245 25. 58.5 38.1

1 0345 46 21. 29.3 34.6 * 1 1205 146 27. 76.4 39.9 * 1 2025 246 25. 58.3 38.1

1 0350 47 22. 34.4 35.2 * 1 1210 147 27. 76.2 39.9 * 1 2030 247 25. 58.1 38.1

1 0355 48 23. 39.1 35.9 * 1 1215 148 27. 76.0 39.9 * 1 2035 248 25. 57.9 38.1

1 0400 49 24. 43.4 36.4 * 1 1220 149 27. 75.9 39.9 * 1 2040 249 25. 57.8 38.1

1 0405 50 24. 47.2 36.8 * 1 1225 150 27. 75.7 39.9 * 1 2045 250 25. 57.6 38.1

1 0410 51 24. 50.5 37.2 * 1 1230 151 27. 75.5 39.8 * 1 2050 251 25. 57.4 38.0

1 0415 52 25. 53.3 37.6 * 1 1235 152 27. 75.3 39.8 * 1 2055 252 25. 57.2 38.0

1 0420 53 25. 55.6 37.8 * 1 1240 153 27. 75.1 39.8 * 1 2100 253 25. 57.1 38.0

1 0425 54 25. 57.6 38.1 * 1 1245 154 27. 74.9 39.8 * 1 2105 254 25. 56.9 38.0

1 0430 55 26. 59.4 38.2 * 1 1250 155 27. 74.7 39.8 * 1 2110 255 25. 56.7 38.0

1 0435 56 26. 61.0 38.4 * 1 1255 156 27. 74.5 39.8 * 1 2115 256 25. 56.5 37.9

1 0440 57 26. 62.7 38.6 * 1 1300 157 27. 74.4 39.7 * 1 2120 257 25. 56.4 37.9

1 0445 58 26. 64.6 38.8 * 1 1305 158 27. 74.2 39.7 * 1 2125 258 25. 56.2 37.9

1 0450 59 26. 66.8 39.0 * 1 1310 159 27. 74.0 39.7 * 1 2130 259 25. 56.0 37.9

1 0455 60 27. 69.3 39.2 * 1 1315 160 27. 73.8 39.7 * 1 2135 260 25. 55.9 37.9

1 0500 61 27. 72.1 39.5 * 1 1320 161 27. 73.6 39.7 * 1 2140 261 25. 55.7 37.8

1 0505 62 27. 74.9 39.8 * 1 1325 162 27. 73.4 39.6 * 1 2145 262 25. 55.5 37.8

1 0510 63 27. 77.5 40.0 * 1 1330 163 27. 73.2 39.6 * 1 2150 263 25. 55.3 37.8

1 0515 64 28. 79.8 40.2 * 1 1335 164 27. 73.1 39.6 * 1 2155 264 25. 55.2 37.8

1 0520 65 28. 81.8 40.4 * 1 1340 165 27. 72.9 39.6 * 1 2200 265 25. 55.0 37.8

1 0525 66 28. 83.3 40.5 * 1 1345 166 27. 72.7 39.6 * 1 2205 266 25. 54.8 37.7

1 0530 67 28. 84.6 40.6 * 1 1350 167 27. 72.5 39.6 * 1 2210 267 25. 54.6 37.7

1 0535 68 28. 85.5 40.7 * 1 1355 168 27. 72.3 39.5 * 1 2215 268 25. 54.5 37.7

1 0540 69 28. 86.3 40.8 * 1 1400 169 27. 72.1 39.5 * 1 2220 269 25. 54.3 37.7

1 0545 70 28. 86.8 40.8 * 1 1405 170 27. 71.9 39.5 * 1 2225 270 25. 54.1 37.7

1 0550 71 28. 87.3 40.9 * 1 1410 171 27. 71.8 39.5 * 1 2230 271 25. 54.0 37.6

1 0555 72 28. 87.7 40.9 * 1 1415 172 27. 71.6 39.5 * 1 2235 272 25. 53.8 37.6

1 0600 73 28. 88.0 40.9 * 1 1420 173 27. 71.4 39.4 * 1 2240 273 25. 53.6 37.6

1 0605 74 28. 88.2 40.9 * 1 1425 174 27. 71.2 39.4 * 1 2245 274 25. 53.4 37.6

1 0610 75 28. 88.4 40.9 * 1 1430 175 27. 71.0 39.4 * 1 2250 275 25. 53.3 37.6

1 0615 76 28. 88.5 41.0 * 1 1435 176 27. 70.8 39.4 * 1 2255 276 25. 53.1 37.5

1 0620 77 28. 88.6 41.0 * 1 1440 177 27. 70.7 39.4 * 1 2300 277 25. 52.9 37.5

1 0625 78 28. 88.6 41.0 * 1 1445 178 27. 70.5 39.3 * 1 2305 278 25. 52.8 37.5

1 0630 79 28. 88.6 41.0 * 1 1450 179 27. 70.3 39.3 * 1 2310 279 25. 52.6 37.5

1 0635 80 28. 88.6 41.0 * 1 1455 180 27. 70.1 39.3 * 1 2315 280 25. 52.4 37.5

1 0640 81 28. 88.5 41.0 * 1 1500 181 27. 69.9 39.3 * 1 2320 281 25. 52.3 37.4

1 0645 82 28. 88.4 40.9 * 1 1505 182 27. 69.7 39.3 * 1 2325 282 25. 52.1 37.4

1 0650 83 28. 88.3 40.9 * 1 1510 183 27. 69.6 39.3 * 1 2330 283 25. 51.9 37.4

1 0655 84 28. 88.1 40.9 * 1 1515 184 27. 69.4 39.2 * 1 2335 284 25. 51.7 37.4

1 0700 85 28. 88.0 40.9 * 1 1520 185 27. 69.2 39.2 * 1 2340 285 25. 51.6 37.4

1 0705 86 28. 87.8 40.9 * 1 1525 186 26. 69.0 39.2 * 1 2345 286 25. 51.4 37.3

1 0710 87 28. 87.6 40.9 * 1 1530 187 26. 68.8 39.2 * 1 2350 287 25. 51.2 37.3

1 0715 88 28. 87.4 40.9 * 1 1535 188 26. 68.6 39.2 * 1 2355 288 25. 51.1 37.3

1 0720 89 28. 87.3 40.9 * 1 1540 189 26. 68.5 39.1 * 2 0000 289 24. 50.9 37.3

1 0725 90 28. 87.1 40.8 * 1 1545 190 26. 68.3 39.1 * 2 0005 290 24. 50.7 37.3

1 0730 91 28. 86.9 40.8 * 1 1550 191 26. 68.1 39.1 * 2 0010 291 24. 50.6 37.2

1 0735 92 28. 86.7 40.8 * 1 1555 192 26. 67.9 39.1 * 2 0015 292 24. 50.4 37.2

1 0740 93 28. 86.5 40.8 * 1 1600 193 26. 67.7 39.1 * 2 0020 293 24. 50.2 37.2

1 0745 94 28. 86.3 40.8 * 1 1605 194 26. 67.6 39.1 * 2 0025 294 24. 50.1 37.2

1 0750 95 28. 86.1 40.8 * 1 1610 195 26. 67.4 39.0 * 2 0030 295 24. 49.9 37.2

1 0755 96 28. 85.9 40.7 * 1 1615 196 26. 67.2 39.0 * 2 0035 296 24. 49.7 37.1

1 0800 97 28. 85.7 40.7 * 1 1620 197 26. 67.0 39.0 * 2 0040 297 24. 49.6 37.1

1 0805 98 28. 85.5 40.7 * 1 1625 198 26. 66.8 39.0 * 2 0045 298 24. 49.4 37.1

1 0810 99 28. 85.4 40.7 * 1 1630 199 26. 66.7 39.0 * 2 0050 299 24. 49.2 37.1

1 0815 100 28. 85.2 40.7 * 1 1635 200 26. 66.5 38.9 * 2 0055 300 24. 49.0 37.1

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 28. 6.42 28. 25. 24. 24.

(INCHES) .138 .487 .487 .487

(AC-FT) 14. 49. 49. 49.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

89. 6.42 84. 61. 59. 59.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

40.97 6.42 40.61 37.92 37.48 37.48

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .69

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

* *

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 27. 78.6 40.1 * 1 1640 201 26. 60.4 38.3

1 0005 2 0. .0 26.0 * 1 0825 102 27. 78.4 40.1 * 1 1645 202 26. 60.2 38.3

1 0010 3 0. .0 26.0 * 1 0830 103 27. 78.3 40.1 * 1 1650 203 26. 60.0 38.3

1 0015 4 0. .0 26.0 * 1 0835 104 27. 78.1 40.1 * 1 1655 204 26. 59.8 38.3

1 0020 5 0. .0 26.0 * 1 0840 105 27. 77.9 40.1 * 1 1700 205 26. 59.7 38.3

1 0025 6 0. .0 26.0 * 1 0845 106 27. 77.7 40.1 * 1 1705 206 26. 59.5 38.2

1 0030 7 0. .0 26.0 * 1 0850 107 27. 77.5 40.0 * 1 1710 207 26. 59.3 38.2

1 0035 8 0. .0 26.0 * 1 0855 108 27. 77.3 40.0 * 1 1715 208 25. 59.1 38.2

1 0040 9 0. .0 26.0 * 1 0900 109 27. 77.1 40.0 * 1 1720 209 25. 59.0 38.2

1 0045 10 0. .1 26.1 * 1 0905 110 27. 76.9 40.0 * 1 1725 210 25. 58.8 38.2

1 0050 11 1. .1 26.1 * 1 0910 111 27. 76.8 40.0 * 1 1730 211 25. 58.6 38.2

1 0055 12 1. .1 26.1 * 1 0915 112 27. 76.6 40.0 * 1 1735 212 25. 58.4 38.1

1 0100 13 2. .2 26.2 * 1 0920 113 27. 76.4 39.9 * 1 1740 213 25. 58.3 38.1

1 0105 14 2. .2 26.2 * 1 0925 114 27. 76.2 39.9 * 1 1745 214 25. 58.1 38.1

1 0110 15 3. .3 26.3 * 1 0930 115 27. 76.0 39.9 * 1 1750 215 25. 57.9 38.1

1 0115 16 3. .4 26.4 * 1 0935 116 27. 75.8 39.9 * 1 1755 216 25. 57.7 38.1

1 0120 17 4. .4 26.4 * 1 0940 117 27. 75.6 39.9 * 1 1800 217 25. 57.6 38.1

1 0125 18 4. .5 26.5 * 1 0945 118 27. 75.4 39.8 * 1 1805 218 25. 57.4 38.0

1 0130 19 5. .6 26.6 * 1 0950 119 27. 75.3 39.8 * 1 1810 219 25. 57.2 38.0

1 0135 20 6. .7 26.7 * 1 0955 120 27. 75.1 39.8 * 1 1815 220 25. 57.0 38.0

1 0140 21 6. .8 26.8 * 1 1000 121 27. 74.9 39.8 * 1 1820 221 25. 56.9 38.0

1 0145 22 7. .9 26.9 * 1 1005 122 27. 74.7 39.8 * 1 1825 222 25. 56.7 38.0

1 0150 23 8. 1.1 27.1 * 1 1010 123 27. 74.5 39.8 * 1 1830 223 25. 56.5 37.9

1 0155 24 9. 1.4 27.4 * 1 1015 124 27. 74.3 39.7 * 1 1835 224 25. 56.3 37.9

1 0200 25 9. 1.6 27.6 * 1 1020 125 27. 74.1 39.7 * 1 1840 225 25. 56.2 37.9

1 0205 26 10. 1.9 27.9 * 1 1025 126 27. 73.9 39.7 * 1 1845 226 25. 56.0 37.9

1 0210 27 11. 2.3 28.1 * 1 1030 127 27. 73.8 39.7 * 1 1850 227 25. 55.8 37.9

1 0215 28 11. 2.6 28.3 * 1 1035 128 27. 73.6 39.7 * 1 1855 228 25. 55.6 37.8

1 0220 29 12. 3.0 28.5 * 1 1040 129 27. 73.4 39.6 * 1 1900 229 25. 55.5 37.8

1 0225 30 12. 3.4 28.7 * 1 1045 130 27. 73.2 39.6 * 1 1905 230 25. 55.3 37.8

1 0230 31 12. 3.8 28.9 * 1 1050 131 27. 73.0 39.6 * 1 1910 231 25. 55.1 37.8

1 0235 32 13. 4.1 29.0 * 1 1055 132 27. 72.8 39.6 * 1 1915 232 25. 55.0 37.8

1 0240 33 13. 4.4 29.2 * 1 1100 133 27. 72.6 39.6 * 1 1920 233 25. 54.8 37.7

1 0245 34 13. 4.7 29.3 * 1 1105 134 27. 72.5 39.5 * 1 1925 234 25. 54.6 37.7

1 0250 35 14. 5.0 29.5 * 1 1110 135 27. 72.3 39.5 * 1 1930 235 25. 54.4 37.7

1 0255 36 14. 5.4 29.7 * 1 1115 136 27. 72.1 39.5 * 1 1935 236 25. 54.3 37.7

1 0300 37 14. 5.8 29.9 * 1 1120 137 27. 71.9 39.5 * 1 1940 237 25. 54.1 37.7

1 0305 38 15. 6.4 30.0 * 1 1125 138 27. 71.7 39.5 * 1 1945 238 25. 53.9 37.6

1 0310 39 15. 7.1 30.1 * 1 1130 139 27. 71.5 39.5 * 1 1950 239 25. 53.7 37.6

1 0315 40 15. 8.2 30.3 * 1 1135 140 27. 71.4 39.4 * 1 1955 240 25. 53.6 37.6

1 0320 41 15. 9.7 30.5 * 1 1140 141 27. 71.2 39.4 * 1 2000 241 25. 53.4 37.6

1 0325 42 16. 11.7 30.7 * 1 1145 142 27. 71.0 39.4 * 1 2005 242 25. 53.2 37.6

1 0330 43 16. 14.3 31.1 * 1 1150 143 27. 70.8 39.4 * 1 2010 243 25. 53.1 37.5

1 0335 44 18. 17.8 32.0 * 1 1155 144 27. 70.6 39.4 * 1 2015 244 25. 52.9 37.5

1 0340 45 19. 22.0 33.2 * 1 1200 145 27. 70.4 39.3 * 1 2020 245 25. 52.7 37.5

1 0345 46 21. 26.7 34.2 * 1 1205 146 27. 70.3 39.3 * 1 2025 246 25. 52.6 37.5

1 0350 47 22. 31.3 34.8 * 1 1210 147 27. 70.1 39.3 * 1 2030 247 25. 52.4 37.5

1 0355 48 22. 35.7 35.4 * 1 1215 148 27. 69.9 39.3 * 1 2035 248 25. 52.2 37.4

1 0400 49 23. 39.8 36.0 * 1 1220 149 27. 69.7 39.3 * 1 2040 249 25. 52.0 37.4

1 0405 50 24. 43.3 36.4 * 1 1225 150 27. 69.5 39.3 * 1 2045 250 25. 51.9 37.4

1 0410 51 24. 46.4 36.8 * 1 1230 151 27. 69.3 39.2 * 1 2050 251 25. 51.7 37.4

1 0415 52 24. 49.0 37.1 * 1 1235 152 27. 69.2 39.2 * 1 2055 252 25. 51.5 37.4

1 0420 53 25. 51.3 37.3 * 1 1240 153 26. 69.0 39.2 * 1 2100 253 25. 51.4 37.3

1 0425 54 25. 53.1 37.5 * 1 1245 154 26. 68.8 39.2 * 1 2105 254 25. 51.2 37.3

1 0430 55 25. 54.8 37.7 * 1 1250 155 26. 68.6 39.2 * 1 2110 255 25. 51.0 37.3

1 0435 56 25. 56.3 37.9 * 1 1255 156 26. 68.4 39.1 * 1 2115 256 24. 50.9 37.3

1 0440 57 25. 57.9 38.1 * 1 1300 157 26. 68.2 39.1 * 1 2120 257 24. 50.7 37.3

1 0445 58 26. 59.7 38.3 * 1 1305 158 26. 68.1 39.1 * 1 2125 258 24. 50.5 37.2

1 0450 59 26. 61.8 38.5 * 1 1310 159 26. 67.9 39.1 * 1 2130 259 24. 50.4 37.2

1 0455 60 26. 64.1 38.7 * 1 1315 160 26. 67.7 39.1 * 1 2135 260 24. 50.2 37.2

1 0500 61 26. 66.7 39.0 * 1 1320 161 26. 67.5 39.1 * 1 2140 261 24. 50.0 37.2

1 0505 62 27. 69.3 39.2 * 1 1325 162 26. 67.3 39.0 * 1 2145 262 24. 49.9 37.2

1 0510 63 27. 71.8 39.5 * 1 1330 163 26. 67.2 39.0 * 1 2150 263 24. 49.7 37.1

1 0515 64 27. 74.0 39.7 * 1 1335 164 26. 67.0 39.0 * 1 2155 264 24. 49.5 37.1

1 0520 65 27. 75.8 39.9 * 1 1340 165 26. 66.8 39.0 * 1 2200 265 24. 49.3 37.1

1 0525 66 27. 77.3 40.0 * 1 1345 166 26. 66.6 39.0 * 1 2205 266 24. 49.2 37.1

1 0530 67 27. 78.4 40.1 * 1 1350 167 26. 66.4 38.9 * 1 2210 267 24. 49.0 37.1

1 0535 68 27. 79.4 40.2 * 1 1355 168 26. 66.3 38.9 * 1 2215 268 24. 48.8 37.0

1 0540 69 28. 80.1 40.3 * 1 1400 169 26. 66.1 38.9 * 1 2220 269 24. 48.7 37.0

1 0545 70 28. 80.6 40.3 * 1 1405 170 26. 65.9 38.9 * 1 2225 270 24. 48.5 37.0

1 0550 71 28. 81.0 40.3 * 1 1410 171 26. 65.7 38.9 * 1 2230 271 24. 48.3 37.0

1 0555 72 28. 81.4 40.4 * 1 1415 172 26. 65.5 38.9 * 1 2235 272 24. 48.2 37.0

1 0600 73 28. 81.6 40.4 * 1 1420 173 26. 65.4 38.8 * 1 2240 273 24. 48.0 36.9

1 0605 74 28. 81.9 40.4 * 1 1425 174 26. 65.2 38.8 * 1 2245 274 24. 47.8 36.9

1 0610 75 28. 82.0 40.4 * 1 1430 175 26. 65.0 38.8 * 1 2250 275 24. 47.7 36.9

1 0615 76 28. 82.2 40.4 * 1 1435 176 26. 64.8 38.8 * 1 2255 276 24. 47.5 36.9

1 0620 77 28. 82.2 40.4 * 1 1440 177 26. 64.6 38.8 * 1 2300 277 24. 47.4 36.9

1 0625 78 28. 82.2 40.4 * 1 1445 178 26. 64.5 38.7 * 1 2305 278 24. 47.2 36.8

1 0630 79 28. 82.2 40.4 * 1 1450 179 26. 64.3 38.7 * 1 2310 279 24. 47.0 36.8

1 0635 80 28. 82.2 40.4 * 1 1455 180 26. 64.1 38.7 * 1 2315 280 24. 46.9 36.8

1 0640 81 28. 82.1 40.4 * 1 1500 181 26. 63.9 38.7 * 1 2320 281 24. 46.7 36.8

1 0645 82 28. 82.0 40.4 * 1 1505 182 26. 63.7 38.7 * 1 2325 282 24. 46.5 36.8

1 0650 83 28. 81.9 40.4 * 1 1510 183 26. 63.6 38.7 * 1 2330 283 24. 46.4 36.7

1 0655 84 28. 81.7 40.4 * 1 1515 184 26. 63.4 38.6 * 1 2335 284 24. 46.2 36.7

1 0700 85 28. 81.6 40.4 * 1 1520 185 26. 63.2 38.6 * 1 2340 285 24. 46.0 36.7

1 0705 86 28. 81.4 40.4 * 1 1525 186 26. 63.0 38.6 * 1 2345 286 24. 45.9 36.7

1 0710 87 28. 81.2 40.4 * 1 1530 187 26. 62.8 38.6 * 1 2350 287 24. 45.7 36.7

1 0715 88 28. 81.1 40.3 * 1 1535 188 26. 62.7 38.6 * 1 2355 288 24. 45.5 36.7

1 0720 89 28. 80.9 40.3 * 1 1540 189 26. 62.5 38.5 * 2 0000 289 24. 45.4 36.6

1 0725 90 28. 80.7 40.3 * 1 1545 190 26. 62.3 38.5 * 2 0005 290 24. 45.2 36.6

1 0730 91 28. 80.5 40.3 * 1 1550 191 26. 62.1 38.5 * 2 0010 291 24. 45.0 36.6

1 0735 92 28. 80.3 40.3 * 1 1555 192 26. 62.0 38.5 * 2 0015 292 24. 44.9 36.6

1 0740 93 28. 80.1 40.3 * 1 1600 193 26. 61.8 38.5 * 2 0020 293 24. 44.7 36.6

1 0745 94 28. 80.0 40.2 * 1 1605 194 26. 61.6 38.5 * 2 0025 294 24. 44.6 36.5

1 0750 95 28. 79.8 40.2 * 1 1610 195 26. 61.4 38.4 * 2 0030 295 24. 44.4 36.5

1 0755 96 28. 79.6 40.2 * 1 1615 196 26. 61.2 38.4 * 2 0035 296 24. 44.2 36.5

1 0800 97 27. 79.4 40.2 * 1 1620 197 26. 61.1 38.4 * 2 0040 297 24. 44.1 36.5

1 0805 98 27. 79.2 40.2 * 1 1625 198 26. 60.9 38.4 * 2 0045 298 24. 43.9 36.5

1 0810 99 27. 79.0 40.2 * 1 1630 199 26. 60.7 38.4 * 2 0050 299 24. 43.7 36.4

1 0815 100 27. 78.8 40.2 * 1 1635 200 26. 60.5 38.4 * 2 0055 300 24. 43.6 36.4

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 28. 6.42 27. 24. 23. 23.

(INCHES) .135 .475 .475 .475

(AC-FT) 14. 48. 48. 48.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

82. 6.42 78. 56. 54. 54.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

40.44 6.42 40.07 37.37 36.96 36.96

 

CUMULATIVE AREA = 1.88 SQ MI

 

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

 

HYDROGRAPH AT STATION OAKEYDB

PLAN 1, RATIO = .64

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

* *

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 26. 67.3 39.0 * 1 1640 201 24. 49.8 37.2

1 0005 2 0. .0 26.0 * 1 0825 102 26. 67.2 39.0 * 1 1645 202 24. 49.7 37.1

1 0010 3 0. .0 26.0 * 1 0830 103 26. 67.0 39.0 * 1 1650 203 24. 49.5 37.1

1 0015 4 0. .0 26.0 * 1 0835 104 26. 66.8 39.0 * 1 1655 204 24. 49.3 37.1

1 0020 5 0. .0 26.0 * 1 0840 105 26. 66.6 39.0 * 1 1700 205 24. 49.2 37.1

1 0025 6 0. .0 26.0 * 1 0845 106 26. 66.4 38.9 * 1 1705 206 24. 49.0 37.1

1 0030 7 0. .0 26.0 * 1 0850 107 26. 66.2 38.9 * 1 1710 207 24. 48.8 37.0

1 0035 8 0. .0 26.0 * 1 0855 108 26. 66.1 38.9 * 1 1715 208 24. 48.7 37.0

1 0040 9 0. .0 26.0 * 1 0900 109 26. 65.9 38.9 * 1 1720 209 24. 48.5 37.0

1 0045 10 0. .0 26.0 * 1 0905 110 26. 65.7 38.9 * 1 1725 210 24. 48.3 37.0

1 0050 11 0. .0 26.0 * 1 0910 111 26. 65.5 38.9 * 1 1730 211 24. 48.2 37.0

1 0055 12 1. .1 26.1 * 1 0915 112 26. 65.3 38.8 * 1 1735 212 24. 48.0 36.9

1 0100 13 1. .1 26.1 * 1 0920 113 26. 65.2 38.8 * 1 1740 213 24. 47.8 36.9

1 0105 14 1. .1 26.1 * 1 0925 114 26. 65.0 38.8 * 1 1745 214 24. 47.7 36.9

1 0110 15 2. .2 26.2 * 1 0930 115 26. 64.8 38.8 * 1 1750 215 24. 47.5 36.9

1 0115 16 2. .2 26.2 * 1 0935 116 26. 64.6 38.8 * 1 1755 216 24. 47.4 36.9

1 0120 17 2. .3 26.3 * 1 0940 117 26. 64.5 38.7 * 1 1800 217 24. 47.2 36.8

1 0125 18 3. .3 26.3 * 1 0945 118 26. 64.3 38.7 * 1 1805 218 24. 47.0 36.8

1 0130 19 3. .4 26.4 * 1 0950 119 26. 64.1 38.7 * 1 1810 219 24. 46.9 36.8

1 0135 20 4. .4 26.4 * 1 0955 120 26. 63.9 38.7 * 1 1815 220 24. 46.7 36.8

1 0140 21 4. .5 26.5 * 1 1000 121 26. 63.7 38.7 * 1 1820 221 24. 46.5 36.8

1 0145 22 5. .6 26.6 * 1 1005 122 26. 63.6 38.7 * 1 1825 222 24. 46.4 36.7

1 0150 23 6. .8 26.8 * 1 1010 123 26. 63.4 38.6 * 1 1830 223 24. 46.2 36.7

1 0155 24 7. .9 26.9 * 1 1015 124 26. 63.2 38.6 * 1 1835 224 24. 46.0 36.7

1 0200 25 8. 1.1 27.1 * 1 1020 125 26. 63.0 38.6 * 1 1840 225 24. 45.9 36.7

1 0205 26 8. 1.3 27.3 * 1 1025 126 26. 62.8 38.6 * 1 1845 226 24. 45.7 36.7

1 0210 27 9. 1.6 27.6 * 1 1030 127 26. 62.7 38.6 * 1 1850 227 24. 45.5 36.7

1 0215 28 10. 1.9 27.9 * 1 1035 128 26. 62.5 38.5 * 1 1855 228 24. 45.4 36.6

1 0220 29 10. 2.2 28.1 * 1 1040 129 26. 62.3 38.5 * 1 1900 229 24. 45.2 36.6

1 0225 30 11. 2.4 28.2 * 1 1045 130 26. 62.1 38.5 * 1 1905 230 24. 45.0 36.6

1 0230 31 11. 2.7 28.4 * 1 1050 131 26. 62.0 38.5 * 1 1910 231 24. 44.9 36.6

1 0235 32 11. 3.0 28.5 * 1 1055 132 26. 61.8 38.5 * 1 1915 232 24. 44.7 36.6

1 0240 33 12. 3.2 28.6 * 1 1100 133 26. 61.6 38.5 * 1 1920 233 24. 44.6 36.5

1 0245 34 12. 3.4 28.7 * 1 1105 134 26. 61.4 38.4 * 1 1925 234 24. 44.4 36.5

1 0250 35 12. 3.7 28.8 * 1 1110 135 26. 61.2 38.4 * 1 1930 235 24. 44.2 36.5

1 0255 36 13. 4.0 29.0 * 1 1115 136 26. 61.1 38.4 * 1 1935 236 24. 44.1 36.5

1 0300 37 13. 4.3 29.2 * 1 1120 137 26. 60.9 38.4 * 1 1940 237 24. 43.9 36.5

1 0305 38 13. 4.8 29.4 * 1 1125 138 26. 60.7 38.4 * 1 1945 238 24. 43.7 36.4

1 0310 39 14. 5.4 29.7 * 1 1130 139 26. 60.5 38.4 * 1 1950 239 24. 43.6 36.4

1 0315 40 15. 6.3 30.0 * 1 1135 140 26. 60.4 38.3 * 1 1955 240 24. 43.4 36.4

1 0320 41 15. 7.5 30.2 * 1 1140 141 26. 60.2 38.3 * 1 2000 241 24. 43.3 36.4

1 0325 42 15. 9.2 30.4 * 1 1145 142 26. 60.0 38.3 * 1 2005 242 23. 43.1 36.4

1 0330 43 16. 11.4 30.7 * 1 1150 143 26. 59.8 38.3 * 1 2010 243 23. 42.9 36.3

1 0335 44 16. 14.3 31.1 * 1 1155 144 26. 59.7 38.3 * 1 2015 244 23. 42.8 36.3

1 0340 45 18. 18.0 32.1 * 1 1200 145 26. 59.5 38.2 * 1 2020 245 23. 42.6 36.3

1 0345 46 19. 22.0 33.2 * 1 1205 146 26. 59.3 38.2 * 1 2025 246 23. 42.5 36.3

1 0350 47 21. 26.0 34.1 * 1 1210 147 25. 59.1 38.2 * 1 2030 247 23. 42.3 36.3

1 0355 48 21. 29.9 34.6 * 1 1215 148 25. 59.0 38.2 * 1 2035 248 23. 42.1 36.3

1 0400 49 22. 33.4 35.1 * 1 1220 149 25. 58.8 38.2 * 1 2040 249 23. 42.0 36.2

1 0405 50 23. 36.5 35.5 * 1 1225 150 25. 58.6 38.2 * 1 2045 250 23. 41.8 36.2

1 0410 51 23. 39.2 35.9 * 1 1230 151 25. 58.4 38.1 * 1 2050 251 23. 41.6 36.2

1 0415 52 23. 41.5 36.2 * 1 1235 152 25. 58.3 38.1 * 1 2055 252 23. 41.5 36.2

1 0420 53 24. 43.5 36.4 * 1 1240 153 25. 58.1 38.1 * 1 2100 253 23. 41.3 36.2

1 0425 54 24. 45.2 36.6 * 1 1245 154 25. 57.9 38.1 * 1 2105 254 23. 41.2 36.1

1 0430 55 24. 46.6 36.8 * 1 1250 155 25. 57.7 38.1 * 1 2110 255 23. 41.0 36.1

1 0435 56 24. 48.0 36.9 * 1 1255 156 25. 57.6 38.1 * 1 2115 256 23. 40.8 36.1

1 0440 57 24. 49.4 37.1 * 1 1300 157 25. 57.4 38.0 * 1 2120 257 23. 40.7 36.1

1 0445 58 24. 50.9 37.3 * 1 1305 158 25. 57.2 38.0 * 1 2125 258 23. 40.5 36.1

1 0450 59 25. 52.8 37.5 * 1 1310 159 25. 57.0 38.0 * 1 2130 259 23. 40.4 36.0

1 0455 60 25. 54.8 37.7 * 1 1315 160 25. 56.9 38.0 * 1 2135 260 23. 40.2 36.0

1 0500 61 25. 57.1 38.0 * 1 1320 161 25. 56.7 38.0 * 1 2140 261 23. 40.1 36.0

1 0505 62 26. 59.4 38.2 * 1 1325 162 25. 56.5 37.9 * 1 2145 262 23. 39.9 36.0

1 0510 63 26. 61.6 38.5 * 1 1330 163 25. 56.3 37.9 * 1 2150 263 23. 39.7 36.0

1 0515 64 26. 63.6 38.7 * 1 1335 164 25. 56.2 37.9 * 1 2155 264 23. 39.6 35.9

1 0520 65 26. 65.2 38.8 * 1 1340 165 25. 56.0 37.9 * 1 2200 265 23. 39.4 35.9

1 0525 66 26. 66.5 38.9 * 1 1345 166 25. 55.8 37.9 * 1 2205 266 23. 39.3 35.9

1 0530 67 26. 67.5 39.1 * 1 1350 167 25. 55.6 37.8 * 1 2210 267 23. 39.1 35.9

1 0535 68 26. 68.3 39.1 * 1 1355 168 25. 55.5 37.8 * 1 2215 268 23. 38.9 35.9

1 0540 69 26. 69.0 39.2 * 1 1400 169 25. 55.3 37.8 * 1 2220 269 23. 38.8 35.8

1 0545 70 27. 69.4 39.2 * 1 1405 170 25. 55.1 37.8 * 1 2225 270 23. 38.6 35.8

1 0550 71 27. 69.8 39.3 * 1 1410 171 25. 54.9 37.8 * 1 2230 271 23. 38.5 35.8

1 0555 72 27. 70.1 39.3 * 1 1415 172 25. 54.8 37.7 * 1 2235 272 23. 38.3 35.8

1 0600 73 27. 70.4 39.3 * 1 1420 173 25. 54.6 37.7 * 1 2240 273 23. 38.2 35.8

1 0605 74 27. 70.5 39.4 * 1 1425 174 25. 54.4 37.7 * 1 2245 274 23. 38.0 35.7

1 0610 75 27. 70.7 39.4 * 1 1430 175 25. 54.3 37.7 * 1 2250 275 23. 37.8 35.7

1 0615 76 27. 70.8 39.4 * 1 1435 176 25. 54.1 37.7 * 1 2255 276 23. 37.7 35.7

1 0620 77 27. 70.8 39.4 * 1 1440 177 25. 53.9 37.6 * 1 2300 277 23. 37.5 35.7

1 0625 78 27. 70.8 39.4 * 1 1445 178 25. 53.7 37.6 * 1 2305 278 23. 37.4 35.6

1 0630 79 27. 70.8 39.4 * 1 1450 179 25. 53.6 37.6 * 1 2310 279 23. 37.2 35.6

1 0635 80 27. 70.8 39.4 * 1 1455 180 25. 53.4 37.6 * 1 2315 280 23. 37.1 35.6

1 0640 81 27. 70.7 39.4 * 1 1500 181 25. 53.2 37.6 * 1 2320 281 23. 36.9 35.6

1 0645 82 27. 70.6 39.4 * 1 1505 182 25. 53.1 37.5 * 1 2325 282 23. 36.7 35.6

1 0650 83 27. 70.5 39.3 * 1 1510 183 25. 52.9 37.5 * 1 2330 283 23. 36.6 35.5

1 0655 84 27. 70.3 39.3 * 1 1515 184 25. 52.7 37.5 * 1 2335 284 23. 36.4 35.5

1 0700 85 27. 70.2 39.3 * 1 1520 185 25. 52.6 37.5 * 1 2340 285 22. 36.3 35.5

1 0705 86 27. 70.0 39.3 * 1 1525 186 25. 52.4 37.5 * 1 2345 286 22. 36.1 35.5

1 0710 87 27. 69.8 39.3 * 1 1530 187 25. 52.2 37.4 * 1 2350 287 22. 36.0 35.5

1 0715 88 27. 69.7 39.3 * 1 1535 188 25. 52.0 37.4 * 1 2355 288 22. 35.8 35.4

1 0720 89 27. 69.5 39.2 * 1 1540 189 25. 51.9 37.4 * 2 0000 289 22. 35.7 35.4

1 0725 90 27. 69.3 39.2 * 1 1545 190 25. 51.7 37.4 * 2 0005 290 22. 35.5 35.4

1 0730 91 27. 69.1 39.2 * 1 1550 191 25. 51.5 37.4 * 2 0010 291 22. 35.4 35.4

1 0735 92 26. 69.0 39.2 * 1 1555 192 25. 51.4 37.3 * 2 0015 292 22. 35.2 35.4

1 0740 93 26. 68.8 39.2 * 1 1600 193 25. 51.2 37.3 * 2 0020 293 22. 35.1 35.3

1 0745 94 26. 68.6 39.2 * 1 1605 194 25. 51.0 37.3 * 2 0025 294 22. 34.9 35.3

1 0750 95 26. 68.4 39.1 * 1 1610 195 24. 50.9 37.3 * 2 0030 295 22. 34.7 35.3

1 0755 96 26. 68.2 39.1 * 1 1615 196 24. 50.7 37.3 * 2 0035 296 22. 34.6 35.3

1 0800 97 26. 68.1 39.1 * 1 1620 197 24. 50.5 37.2 * 2 0040 297 22. 34.4 35.3

1 0805 98 26. 67.9 39.1 * 1 1625 198 24. 50.4 37.2 * 2 0045 298 22. 34.3 35.2

1 0810 99 26. 67.7 39.1 * 1 1630 199 24. 50.2 37.2 * 2 0050 299 22. 34.1 35.2

1 0815 100 26. 67.5 39.1 * 1 1635 200 24. 50.0 37.2 * 2 0055 300 22. 34.0 35.2

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 27. 6.42 26. 23. 22. 22.

(INCHES) .130 .451 .451 .451

(AC-FT) 13. 45. 45. 45.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

71. 6.42 67. 47. 45. 45.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

39.38 6.42 38.98 36.33 35.95 35.95

 

CUMULATIVE AREA = 1.88 SQ MI

 

 

 

 

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

 

 

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

* *

1660 KK * MEADOWIN *

* *

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

 

1663 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1664 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

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

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .83

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

* * *

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 76 262. * 1 1230 151 29. * 1 1845 226 28.

1 0005 2 0. * 1 0620 77 231. * 1 1235 152 29. * 1 1850 227 28.

1 0010 3 0. * 1 0625 78 203. * 1 1240 153 29. * 1 1855 228 28.

1 0015 4 0. * 1 0630 79 176. * 1 1245 154 29. * 1 1900 229 28.

1 0020 5 1. * 1 0635 80 151. * 1 1250 155 29. * 1 1905 230 28.

1 0025 6 4. * 1 0640 81 129. * 1 1255 156 29. * 1 1910 231 28.

1 0030 7 13. * 1 0645 82 110. * 1 1300 157 29. * 1 1915 232 28.

1 0035 8 33. * 1 0650 83 94. * 1 1305 158 29. * 1 1920 233 28.

1 0040 9 62. * 1 0655 84 81. * 1 1310 159 29. * 1 1925 234 28.

1 0045 10 95. * 1 0700 85 70. * 1 1315 160 29. * 1 1930 235 28.

1 0050 11 128. * 1 0705 86 61. * 1 1320 161 29. * 1 1935 236 28.

1 0055 12 155. * 1 0710 87 54. * 1 1325 162 29. * 1 1940 237 28.

1 0100 13 174. * 1 0715 88 48. * 1 1330 163 29. * 1 1945 238 28.

1 0105 14 186. * 1 0720 89 44. * 1 1335 164 29. * 1 1950 239 28.

1 0110 15 193. * 1 0725 90 40. * 1 1340 165 29. * 1 1955 240 28.

1 0115 16 199. * 1 0730 91 38. * 1 1345 166 29. * 1 2000 241 28.

1 0120 17 205. * 1 0735 92 36. * 1 1350 167 29. * 1 2005 242 28.

1 0125 18 211. * 1 0740 93 34. * 1 1355 168 29. * 1 2010 243 28.

1 0130 19 219. * 1 0745 94 33. * 1 1400 169 29. * 1 2015 244 28.

1 0135 20 231. * 1 0750 95 32. * 1 1405 170 29. * 1 2020 245 28.

1 0140 21 250. * 1 0755 96 32. * 1 1410 171 29. * 1 2025 246 28.

1 0145 22 275. * 1 0800 97 31. * 1 1415 172 29. * 1 2030 247 28.

1 0150 23 303. * 1 0805 98 31. * 1 1420 173 29. * 1 2035 248 28.

1 0155 24 333. * 1 0810 99 31. * 1 1425 174 29. * 1 2040 249 28.

1 0200 25 364. * 1 0815 100 30. * 1 1430 175 29. * 1 2045 250 28.

1 0205 26 397. * 1 0820 101 30. * 1 1435 176 29. * 1 2050 251 28.

1 0210 27 428. * 1 0825 102 30. * 1 1440 177 29. * 1 2055 252 28.

1 0215 28 454. * 1 0830 103 30. * 1 1445 178 29. * 1 2100 253 28.

1 0220 29 469. * 1 0835 104 30. * 1 1450 179 29. * 1 2105 254 27.

1 0225 30 469. * 1 0840 105 30. * 1 1455 180 29. * 1 2110 255 27.

1 0230 31 457. * 1 0845 106 30. * 1 1500 181 29. * 1 2115 256 27.

1 0235 32 438. * 1 0850 107 30. * 1 1505 182 29. * 1 2120 257 27.

1 0240 33 417. * 1 0855 108 30. * 1 1510 183 29. * 1 2125 258 27.

1 0245 34 400. * 1 0900 109 30. * 1 1515 184 29. * 1 2130 259 27.

1 0250 35 395. * 1 0905 110 30. * 1 1520 185 29. * 1 2135 260 27.

1 0255 36 409. * 1 0910 111 30. * 1 1525 186 29. * 1 2140 261 27.

1 0300 37 451. * 1 0915 112 30. * 1 1530 187 29. * 1 2145 262 27.

1 0305 38 531. * 1 0920 113 30. * 1 1535 188 28. * 1 2150 263 27.

1 0310 39 660. * 1 0925 114 30. * 1 1540 189 28. * 1 2155 264 27.

1 0315 40 856. * 1 0930 115 30. * 1 1545 190 28. * 1 2200 265 27.

1 0320 41 1122. * 1 0935 116 30. * 1 1550 191 28. * 1 2205 266 27.

1 0325 42 1465. * 1 0940 117 30. * 1 1555 192 28. * 1 2210 267 27.

1 0330 43 1908. * 1 0945 118 30. * 1 1600 193 28. * 1 2215 268 27.

1 0335 44 2403. * 1 0950 119 29. * 1 1605 194 28. * 1 2220 269 27.

1 0340 45 2800. * 1 0955 120 29. * 1 1610 195 28. * 1 2225 270 27.

1 0345 46 3004. * 1 1000 121 29. * 1 1615 196 28. * 1 2230 271 27.

1 0350 47 3028. * 1 1005 122 29. * 1 1620 197 28. * 1 2235 272 27.

1 0355 48 2926. * 1 1010 123 29. * 1 1625 198 28. * 1 2240 273 27.

1 0400 49 2731. * 1 1015 124 29. * 1 1630 199 28. * 1 2245 274 27.

1 0405 50 2475. * 1 1020 125 29. * 1 1635 200 28. * 1 2250 275 27.

1 0410 51 2201. * 1 1025 126 29. * 1 1640 201 28. * 1 2255 276 27.

1 0415 52 1937. * 1 1030 127 29. * 1 1645 202 28. * 1 2300 277 27.

1 0420 53 1694. * 1 1035 128 29. * 1 1650 203 28. * 1 2305 278 27.

1 0425 54 1484. * 1 1040 129 29. * 1 1655 204 28. * 1 2310 279 27.

1 0430 55 1324. * 1 1045 130 29. * 1 1700 205 28. * 1 2315 280 27.

1 0435 56 1231. * 1 1050 131 29. * 1 1705 206 28. * 1 2320 281 27.

1 0440 57 1213. * 1 1055 132 29. * 1 1710 207 28. * 1 2325 282 27.

1 0445 58 1265. * 1 1100 133 29. * 1 1715 208 28. * 1 2330 283 27.

1 0450 59 1380. * 1 1105 134 29. * 1 1720 209 28. * 1 2335 284 27.

1 0455 60 1521. * 1 1110 135 29. * 1 1725 210 28. * 1 2340 285 27.

1 0500 61 1627. * 1 1115 136 29. * 1 1730 211 28. * 1 2345 286 27.

1 0505 62 1656. * 1 1120 137 29. * 1 1735 212 28. * 1 2350 287 27.

1 0510 63 1603. * 1 1125 138 29. * 1 1740 213 28. * 1 2355 288 27.

1 0515 64 1482. * 1 1130 139 29. * 1 1745 214 28. * 2 0000 289 27.

1 0520 65 1319. * 1 1135 140 29. * 1 1750 215 28. * 2 0005 290 27.

1 0525 66 1142. * 1 1140 141 29. * 1 1755 216 28. * 2 0010 291 27.

1 0530 67 973. * 1 1145 142 29. * 1 1800 217 28. * 2 0015 292 27.

1 0535 68 823. * 1 1150 143 29. * 1 1805 218 28. * 2 0020 293 27.

1 0540 69 695. * 1 1155 144 29. * 1 1810 219 28. * 2 0025 294 27.

1 0545 70 588. * 1 1200 145 29. * 1 1815 220 28. * 2 0030 295 27.

1 0550 71 502. * 1 1205 146 29. * 1 1820 221 28. * 2 0035 296 27.

1 0555 72 433. * 1 1210 147 29. * 1 1825 222 28. * 2 0040 297 27.

1 0600 73 378. * 1 1215 148 29. * 1 1830 223 28. * 2 0045 298 27.

1 0605 74 333. * 1 1220 149 29. * 1 1835 224 28. * 2 0050 299 27.

1 0610 75 295. * 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)

+ 3028. 3.83 901. 248. 239. 239.

(INCHES) 1.109 1.221 1.224 1.224

(AC-FT) 447. 492. 493. 493.

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .80

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

* * *

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 76 254. * 1 1230 151 29. * 1 1845 226 27.

1 0005 2 0. * 1 0620 77 224. * 1 1235 152 29. * 1 1850 227 27.

1 0010 3 0. * 1 0625 78 197. * 1 1240 153 29. * 1 1855 228 27.

1 0015 4 0. * 1 0630 79 171. * 1 1245 154 29. * 1 1900 229 27.

1 0020 5 0. * 1 0635 80 147. * 1 1250 155 29. * 1 1905 230 27.

1 0025 6 3. * 1 0640 81 126. * 1 1255 156 29. * 1 1910 231 27.

1 0030 7 11. * 1 0645 82 108. * 1 1300 157 28. * 1 1915 232 27.

1 0035 8 28. * 1 0650 83 92. * 1 1305 158 28. * 1 1920 233 27.

1 0040 9 53. * 1 0655 84 79. * 1 1310 159 28. * 1 1925 234 27.

1 0045 10 82. * 1 0700 85 69. * 1 1315 160 28. * 1 1930 235 27.

1 0050 11 111. * 1 0705 86 60. * 1 1320 161 28. * 1 1935 236 27.

1 0055 12 136. * 1 0710 87 53. * 1 1325 162 28. * 1 1940 237 27.

1 0100 13 155. * 1 0715 88 48. * 1 1330 163 28. * 1 1945 238 27.

1 0105 14 166. * 1 0720 89 43. * 1 1335 164 28. * 1 1950 239 27.

1 0110 15 173. * 1 0725 90 40. * 1 1340 165 28. * 1 1955 240 27.

1 0115 16 179. * 1 0730 91 37. * 1 1345 166 28. * 1 2000 241 27.

1 0120 17 185. * 1 0735 92 35. * 1 1350 167 28. * 1 2005 242 27.

1 0125 18 191. * 1 0740 93 34. * 1 1355 168 28. * 1 2010 243 27.

1 0130 19 200. * 1 0745 94 33. * 1 1400 169 28. * 1 2015 244 27.

1 0135 20 212. * 1 0750 95 32. * 1 1405 170 28. * 1 2020 245 27.

1 0140 21 230. * 1 0755 96 31. * 1 1410 171 28. * 1 2025 246 27.

1 0145 22 253. * 1 0800 97 31. * 1 1415 172 28. * 1 2030 247 27.

1 0150 23 280. * 1 0805 98 30. * 1 1420 173 28. * 1 2035 248 27.

1 0155 24 308. * 1 0810 99 30. * 1 1425 174 28. * 1 2040 249 27.

1 0200 25 338. * 1 0815 100 30. * 1 1430 175 28. * 1 2045 250 27.

1 0205 26 368. * 1 0820 101 30. * 1 1435 176 28. * 1 2050 251 27.

1 0210 27 399. * 1 0825 102 30. * 1 1440 177 28. * 1 2055 252 27.

1 0215 28 424. * 1 0830 103 30. * 1 1445 178 28. * 1 2100 253 27.

1 0220 29 439. * 1 0835 104 29. * 1 1450 179 28. * 1 2105 254 27.

1 0225 30 440. * 1 0840 105 29. * 1 1455 180 28. * 1 2110 255 27.

1 0230 31 430. * 1 0845 106 29. * 1 1500 181 28. * 1 2115 256 27.

1 0235 32 413. * 1 0850 107 29. * 1 1505 182 28. * 1 2120 257 27.

1 0240 33 394. * 1 0855 108 29. * 1 1510 183 28. * 1 2125 258 27.

1 0245 34 378. * 1 0900 109 29. * 1 1515 184 28. * 1 2130 259 27.

1 0250 35 374. * 1 0905 110 29. * 1 1520 185 28. * 1 2135 260 27.

1 0255 36 386. * 1 0910 111 29. * 1 1525 186 28. * 1 2140 261 27.

1 0300 37 426. * 1 0915 112 29. * 1 1530 187 28. * 1 2145 262 27.

1 0305 38 500. * 1 0920 113 29. * 1 1535 188 28. * 1 2150 263 27.

1 0310 39 621. * 1 0925 114 29. * 1 1540 189 28. * 1 2155 264 27.

1 0315 40 805. * 1 0930 115 29. * 1 1545 190 28. * 1 2200 265 27.

1 0320 41 1056. * 1 0935 116 29. * 1 1550 191 28. * 1 2205 266 27.

1 0325 42 1382. * 1 0940 117 29. * 1 1555 192 28. * 1 2210 267 27.

1 0330 43 1803. * 1 0945 118 29. * 1 1600 193 28. * 1 2215 268 27.

1 0335 44 2277. * 1 0950 119 29. * 1 1605 194 28. * 1 2220 269 27.

1 0340 45 2662. * 1 0955 120 29. * 1 1610 195 28. * 1 2225 270 27.

1 0345 46 2864. * 1 1000 121 29. * 1 1615 196 28. * 1 2230 271 27.

1 0350 47 2896. * 1 1005 122 29. * 1 1620 197 28. * 1 2235 272 27.

1 0355 48 2804. * 1 1010 123 29. * 1 1625 198 28. * 1 2240 273 27.

1 0400 49 2621. * 1 1015 124 29. * 1 1630 199 28. * 1 2245 274 27.

1 0405 50 2379. * 1 1020 125 29. * 1 1635 200 28. * 1 2250 275 27.

1 0410 51 2118. * 1 1025 126 29. * 1 1640 201 28. * 1 2255 276 27.

1 0415 52 1865. * 1 1030 127 29. * 1 1645 202 28. * 1 2300 277 27.

1 0420 53 1631. * 1 1035 128 29. * 1 1650 203 28. * 1 2305 278 27.

1 0425 54 1428. * 1 1040 129 29. * 1 1655 204 28. * 1 2310 279 26.

1 0430 55 1274. * 1 1045 130 29. * 1 1700 205 28. * 1 2315 280 26.

1 0435 56 1184. * 1 1050 131 29. * 1 1705 206 28. * 1 2320 281 26.

1 0440 57 1165. * 1 1055 132 29. * 1 1710 207 28. * 1 2325 282 26.

1 0445 58 1214. * 1 1100 133 29. * 1 1715 208 28. * 1 2330 283 26.

1 0450 59 1322. * 1 1105 134 29. * 1 1720 209 28. * 1 2335 284 26.

1 0455 60 1457. * 1 1110 135 29. * 1 1725 210 28. * 1 2340 285 26.

1 0500 61 1560. * 1 1115 136 29. * 1 1730 211 28. * 1 2345 286 26.

1 0505 62 1589. * 1 1120 137 29. * 1 1735 212 28. * 1 2350 287 26.

1 0510 63 1539. * 1 1125 138 29. * 1 1740 213 28. * 1 2355 288 26.

1 0515 64 1425. * 1 1130 139 29. * 1 1745 214 28. * 2 0000 289 26.

1 0520 65 1270. * 1 1135 140 29. * 1 1750 215 28. * 2 0005 290 26.

1 0525 66 1102. * 1 1140 141 29. * 1 1755 216 28. * 2 0010 291 26.

1 0530 67 940. * 1 1145 142 29. * 1 1800 217 28. * 2 0015 292 26.

1 0535 68 796. * 1 1150 143 29. * 1 1805 218 28. * 2 0020 293 26.

1 0540 69 672. * 1 1155 144 29. * 1 1810 219 28. * 2 0025 294 26.

1 0545 70 569. * 1 1200 145 29. * 1 1815 220 28. * 2 0030 295 26.

1 0550 71 486. * 1 1205 146 29. * 1 1820 221 28. * 2 0035 296 26.

1 0555 72 419. * 1 1210 147 29. * 1 1825 222 28. * 2 0040 297 26.

1 0600 73 366. * 1 1215 148 29. * 1 1830 223 27. * 2 0045 298 26.

1 0605 74 323. * 1 1220 149 29. * 1 1835 224 27. * 2 0050 299 26.

1 0610 75 286. * 1 1225 150 29. * 1 1840 225 27. * 2 0055 300 26.

* * *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 2896. 3.83 859. 237. 229. 229.

(INCHES) 1.058 1.168 1.170 1.170

(AC-FT) 426. 470. 471. 471.

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .76

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

* * *

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 76 242. * 1 1230 151 28. * 1 1845 226 27.

1 0005 2 0. * 1 0620 77 214. * 1 1235 152 28. * 1 1850 227 27.

1 0010 3 0. * 1 0625 78 188. * 1 1240 153 28. * 1 1855 228 27.

1 0015 4 0. * 1 0630 79 164. * 1 1245 154 28. * 1 1900 229 27.

1 0020 5 0. * 1 0635 80 141. * 1 1250 155 28. * 1 1905 230 27.

1 0025 6 2. * 1 0640 81 121. * 1 1255 156 28. * 1 1910 231 27.

1 0030 7 8. * 1 0645 82 104. * 1 1300 157 28. * 1 1915 232 27.

1 0035 8 21. * 1 0650 83 89. * 1 1305 158 28. * 1 1920 233 27.

1 0040 9 42. * 1 0655 84 77. * 1 1310 159 28. * 1 1925 234 27.

1 0045 10 66. * 1 0700 85 67. * 1 1315 160 28. * 1 1930 235 27.

1 0050 11 90. * 1 0705 86 59. * 1 1320 161 28. * 1 1935 236 26.

1 0055 12 112. * 1 0710 87 52. * 1 1325 162 28. * 1 1940 237 26.

1 0100 13 129. * 1 0715 88 47. * 1 1330 163 28. * 1 1945 238 26.

1 0105 14 140. * 1 0720 89 42. * 1 1335 164 28. * 1 1950 239 26.

1 0110 15 147. * 1 0725 90 39. * 1 1340 165 28. * 1 1955 240 26.

1 0115 16 152. * 1 0730 91 36. * 1 1345 166 28. * 1 2000 241 26.

1 0120 17 158. * 1 0735 92 34. * 1 1350 167 28. * 1 2005 242 26.

1 0125 18 165. * 1 0740 93 33. * 1 1355 168 28. * 1 2010 243 26.

1 0130 19 174. * 1 0745 94 32. * 1 1400 169 28. * 1 2015 244 26.

1 0135 20 186. * 1 0750 95 31. * 1 1405 170 28. * 1 2020 245 26.

1 0140 21 202. * 1 0755 96 31. * 1 1410 171 28. * 1 2025 246 26.

1 0145 22 224. * 1 0800 97 30. * 1 1415 172 28. * 1 2030 247 26.

1 0150 23 248. * 1 0805 98 30. * 1 1420 173 28. * 1 2035 248 26.

1 0155 24 274. * 1 0810 99 29. * 1 1425 174 28. * 1 2040 249 26.

1 0200 25 302. * 1 0815 100 29. * 1 1430 175 28. * 1 2045 250 26.

1 0205 26 330. * 1 0820 101 29. * 1 1435 176 28. * 1 2050 251 26.

1 0210 27 358. * 1 0825 102 29. * 1 1440 177 28. * 1 2055 252 26.

1 0215 28 382. * 1 0830 103 29. * 1 1445 178 28. * 1 2100 253 26.

1 0220 29 398. * 1 0835 104 29. * 1 1450 179 28. * 1 2105 254 26.

1 0225 30 401. * 1 0840 105 29. * 1 1455 180 27. * 1 2110 255 26.

1 0230 31 393. * 1 0845 106 29. * 1 1500 181 27. * 1 2115 256 26.

1 0235 32 378. * 1 0850 107 29. * 1 1505 182 27. * 1 2120 257 26.

1 0240 33 361. * 1 0855 108 29. * 1 1510 183 27. * 1 2125 258 26.

1 0245 34 348. * 1 0900 109 29. * 1 1515 184 27. * 1 2130 259 26.

1 0250 35 344. * 1 0905 110 29. * 1 1520 185 27. * 1 2135 260 26.

1 0255 36 355. * 1 0910 111 29. * 1 1525 186 27. * 1 2140 261 26.

1 0300 37 391. * 1 0915 112 29. * 1 1530 187 27. * 1 2145 262 26.

1 0305 38 458. * 1 0920 113 29. * 1 1535 188 27. * 1 2150 263 26.

1 0310 39 568. * 1 0925 114 29. * 1 1540 189 27. * 1 2155 264 26.

1 0315 40 734. * 1 0930 115 28. * 1 1545 190 27. * 1 2200 265 26.

1 0320 41 965. * 1 0935 116 28. * 1 1550 191 27. * 1 2205 266 26.

1 0325 42 1267. * 1 0940 117 28. * 1 1555 192 27. * 1 2210 267 26.

1 0330 43 1659. * 1 0945 118 28. * 1 1600 193 27. * 1 2215 268 26.

1 0335 44 2106. * 1 0950 119 28. * 1 1605 194 27. * 1 2220 269 26.

1 0340 45 2476. * 1 0955 120 28. * 1 1610 195 27. * 1 2225 270 26.

1 0345 46 2674. * 1 1000 121 28. * 1 1615 196 27. * 1 2230 271 26.

1 0350 47 2710. * 1 1005 122 28. * 1 1620 197 27. * 1 2235 272 26.

1 0355 48 2633. * 1 1010 123 28. * 1 1625 198 27. * 1 2240 273 26.

1 0400 49 2468. * 1 1015 124 28. * 1 1630 199 27. * 1 2245 274 26.

1 0405 50 2245. * 1 1020 125 28. * 1 1635 200 27. * 1 2250 275 26.

1 0410 51 2001. * 1 1025 126 28. * 1 1640 201 27. * 1 2255 276 26.

1 0415 52 1762. * 1 1030 127 28. * 1 1645 202 27. * 1 2300 277 26.

1 0420 53 1541. * 1 1035 128 28. * 1 1650 203 27. * 1 2305 278 26.

1 0425 54 1350. * 1 1040 129 28. * 1 1655 204 27. * 1 2310 279 26.

1 0430 55 1204. * 1 1045 130 28. * 1 1700 205 27. * 1 2315 280 26.

1 0435 56 1118. * 1 1050 131 28. * 1 1705 206 27. * 1 2320 281 26.

1 0440 57 1099. * 1 1055 132 28. * 1 1710 207 27. * 1 2325 282 26.

1 0445 58 1142. * 1 1100 133 28. * 1 1715 208 27. * 1 2330 283 26.

1 0450 59 1242. * 1 1105 134 28. * 1 1720 209 27. * 1 2335 284 26.

1 0455 60 1368. * 1 1110 135 28. * 1 1725 210 27. * 1 2340 285 26.

1 0500 61 1464. * 1 1115 136 28. * 1 1730 211 27. * 1 2345 286 26.

1 0505 62 1494. * 1 1120 137 28. * 1 1735 212 27. * 1 2350 287 26.

1 0510 63 1450. * 1 1125 138 28. * 1 1740 213 27. * 1 2355 288 26.

1 0515 64 1346. * 1 1130 139 28. * 1 1745 214 27. * 2 0000 289 26.

1 0520 65 1202. * 1 1135 140 28. * 1 1750 215 27. * 2 0005 290 26.

1 0525 66 1045. * 1 1140 141 28. * 1 1755 216 27. * 2 0010 291 25.

1 0530 67 894. * 1 1145 142 28. * 1 1800 217 27. * 2 0015 292 25.

1 0535 68 758. * 1 1150 143 28. * 1 1805 218 27. * 2 0020 293 25.

1 0540 69 641. * 1 1155 144 28. * 1 1810 219 27. * 2 0025 294 25.

1 0545 70 542. * 1 1200 145 28. * 1 1815 220 27. * 2 0030 295 25.

1 0550 71 463. * 1 1205 146 28. * 1 1820 221 27. * 2 0035 296 25.

1 0555 72 400. * 1 1210 147 28. * 1 1825 222 27. * 2 0040 297 25.

1 0600 73 350. * 1 1215 148 28. * 1 1830 223 27. * 2 0045 298 25.

1 0605 74 308. * 1 1220 149 28. * 1 1835 224 27. * 2 0050 299 25.

1 0610 75 273. * 1 1225 150 28. * 1 1840 225 27. * 2 0055 300 25.

* * *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 2710. 3.83 802. 222. 214. 214.

(INCHES) .987 1.094 1.096 1.096

(AC-FT) 398. 440. 441. 441.

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .73

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

* * *

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 27. * 1 1845 226 26.

1 0005 2 0. * 1 0620 77 204. * 1 1235 152 27. * 1 1850 227 26.

1 0010 3 0. * 1 0625 78 179. * 1 1240 153 27. * 1 1855 228 26.

1 0015 4 0. * 1 0630 79 156. * 1 1245 154 27. * 1 1900 229 26.

1 0020 5 0. * 1 0635 80 135. * 1 1250 155 27. * 1 1905 230 26.

1 0025 6 1. * 1 0640 81 116. * 1 1255 156 27. * 1 1910 231 26.

1 0030 7 6. * 1 0645 82 100. * 1 1300 157 27. * 1 1915 232 26.

1 0035 8 16. * 1 0650 83 86. * 1 1305 158 27. * 1 1920 233 26.

1 0040 9 32. * 1 0655 84 75. * 1 1310 159 27. * 1 1925 234 26.

1 0045 10 51. * 1 0700 85 65. * 1 1315 160 27. * 1 1930 235 26.

1 0050 11 71. * 1 0705 86 57. * 1 1320 161 27. * 1 1935 236 26.

1 0055 12 89. * 1 0710 87 51. * 1 1325 162 27. * 1 1940 237 26.

1 0100 13 104. * 1 0715 88 45. * 1 1330 163 27. * 1 1945 238 26.

1 0105 14 115. * 1 0720 89 41. * 1 1335 164 27. * 1 1950 239 26.

1 0110 15 122. * 1 0725 90 38. * 1 1340 165 27. * 1 1955 240 26.

1 0115 16 127. * 1 0730 91 36. * 1 1345 166 27. * 1 2000 241 26.

1 0120 17 133. * 1 0735 92 34. * 1 1350 167 27. * 1 2005 242 26.

1 0125 18 139. * 1 0740 93 32. * 1 1355 168 27. * 1 2010 243 26.

1 0130 19 148. * 1 0745 94 31. * 1 1400 169 27. * 1 2015 244 26.

1 0135 20 160. * 1 0750 95 30. * 1 1405 170 27. * 1 2020 245 26.

1 0140 21 175. * 1 0755 96 30. * 1 1410 171 27. * 1 2025 246 26.

1 0145 22 194. * 1 0800 97 29. * 1 1415 172 27. * 1 2030 247 25.

1 0150 23 217. * 1 0805 98 29. * 1 1420 173 27. * 1 2035 248 25.

1 0155 24 240. * 1 0810 99 29. * 1 1425 174 27. * 1 2040 249 25.

1 0200 25 265. * 1 0815 100 29. * 1 1430 175 27. * 1 2045 250 25.

1 0205 26 291. * 1 0820 101 28. * 1 1435 176 27. * 1 2050 251 25.

1 0210 27 317. * 1 0825 102 28. * 1 1440 177 27. * 1 2055 252 25.

1 0215 28 340. * 1 0830 103 28. * 1 1445 178 27. * 1 2100 253 25.

1 0220 29 355. * 1 0835 104 28. * 1 1450 179 27. * 1 2105 254 25.

1 0225 30 360. * 1 0840 105 28. * 1 1455 180 27. * 1 2110 255 25.

1 0230 31 355. * 1 0845 106 28. * 1 1500 181 27. * 1 2115 256 25.

1 0235 32 343. * 1 0850 107 28. * 1 1505 182 27. * 1 2120 257 25.

1 0240 33 328. * 1 0855 108 28. * 1 1510 183 27. * 1 2125 258 25.

1 0245 34 316. * 1 0900 109 28. * 1 1515 184 27. * 1 2130 259 25.

1 0250 35 313. * 1 0905 110 28. * 1 1520 185 27. * 1 2135 260 25.

1 0255 36 323. * 1 0910 111 28. * 1 1525 186 27. * 1 2140 261 25.

1 0300 37 355. * 1 0915 112 28. * 1 1530 187 27. * 1 2145 262 25.

1 0305 38 415. * 1 0920 113 28. * 1 1535 188 27. * 1 2150 263 25.

1 0310 39 513. * 1 0925 114 28. * 1 1540 189 27. * 1 2155 264 25.

1 0315 40 664. * 1 0930 115 28. * 1 1545 190 27. * 1 2200 265 25.

1 0320 41 874. * 1 0935 116 28. * 1 1550 191 27. * 1 2205 266 25.

1 0325 42 1151. * 1 0940 117 28. * 1 1555 192 26. * 1 2210 267 25.

1 0330 43 1513. * 1 0945 118 28. * 1 1600 193 26. * 1 2215 268 25.

1 0335 44 1929. * 1 0950 119 28. * 1 1605 194 26. * 1 2220 269 25.

1 0340 45 2280. * 1 0955 120 28. * 1 1610 195 26. * 1 2225 270 25.

1 0345 46 2477. * 1 1000 121 28. * 1 1615 196 26. * 1 2230 271 25.

1 0350 47 2523. * 1 1005 122 28. * 1 1620 197 26. * 1 2235 272 25.

1 0355 48 2459. * 1 1010 123 28. * 1 1625 198 26. * 1 2240 273 25.

1 0400 49 2310. * 1 1015 124 28. * 1 1630 199 26. * 1 2245 274 25.

1 0405 50 2106. * 1 1020 125 28. * 1 1635 200 26. * 1 2250 275 25.

1 0410 51 1879. * 1 1025 126 28. * 1 1640 201 26. * 1 2255 276 25.

1 0415 52 1655. * 1 1030 127 28. * 1 1645 202 26. * 1 2300 277 25.

1 0420 53 1448. * 1 1035 128 28. * 1 1650 203 26. * 1 2305 278 25.

1 0425 54 1269. * 1 1040 129 28. * 1 1655 204 26. * 1 2310 279 25.

1 0430 55 1132. * 1 1045 130 28. * 1 1700 205 26. * 1 2315 280 25.

1 0435 56 1050. * 1 1050 131 28. * 1 1705 206 26. * 1 2320 281 25.

1 0440 57 1030. * 1 1055 132 28. * 1 1710 207 26. * 1 2325 282 25.

1 0445 58 1068. * 1 1100 133 28. * 1 1715 208 26. * 1 2330 283 25.

1 0450 59 1160. * 1 1105 134 28. * 1 1720 209 26. * 1 2335 284 25.

1 0455 60 1276. * 1 1110 135 28. * 1 1725 210 26. * 1 2340 285 25.

1 0500 61 1367. * 1 1115 136 27. * 1 1730 211 26. * 1 2345 286 25.

1 0505 62 1397. * 1 1120 137 27. * 1 1735 212 26. * 1 2350 287 25.

1 0510 63 1359. * 1 1125 138 27. * 1 1740 213 26. * 1 2355 288 25.

1 0515 64 1265. * 1 1130 139 27. * 1 1745 214 26. * 2 0000 289 25.

1 0520 65 1132. * 1 1135 140 27. * 1 1750 215 26. * 2 0005 290 25.

1 0525 66 987. * 1 1140 141 27. * 1 1755 216 26. * 2 0010 291 25.

1 0530 67 846. * 1 1145 142 27. * 1 1800 217 26. * 2 0015 292 25.

1 0535 68 718. * 1 1150 143 27. * 1 1805 218 26. * 2 0020 293 25.

1 0540 69 608. * 1 1155 144 27. * 1 1810 219 26. * 2 0025 294 25.

1 0545 70 515. * 1 1200 145 27. * 1 1815 220 26. * 2 0030 295 24.

1 0550 71 441. * 1 1205 146 27. * 1 1820 221 26. * 2 0035 296 24.

1 0555 72 380. * 1 1210 147 27. * 1 1825 222 26. * 2 0040 297 24.

1 0600 73 332. * 1 1215 148 27. * 1 1830 223 26. * 2 0045 298 24.

1 0605 74 293. * 1 1220 149 27. * 1 1835 224 26. * 2 0050 299 24.

1 0610 75 260. * 1 1225 150 27. * 1 1840 225 26. * 2 0055 300 24.

* * *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 2523. 3.83 743. 207. 199. 199.

(INCHES) .915 1.018 1.020 1.020

(AC-FT) 369. 410. 411. 411.

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .69

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

* * *

DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW

* * *

1 0000 1 0. * 1 0615 76 222. * 1 1230 151 27. * 1 1845 226 25.

1 0005 2 0. * 1 0620 77 196. * 1 1235 152 27. * 1 1850 227 25.

1 0010 3 0. * 1 0625 78 173. * 1 1240 153 27. * 1 1855 228 25.

1 0015 4 0. * 1 0630 79 151. * 1 1245 154 27. * 1 1900 229 25.

1 0020 5 0. * 1 0635 80 131. * 1 1250 155 27. * 1 1905 230 25.

1 0025 6 1. * 1 0640 81 113. * 1 1255 156 27. * 1 1910 231 25.

1 0030 7 4. * 1 0645 82 97. * 1 1300 157 27. * 1 1915 232 25.

1 0035 8 12. * 1 0650 83 84. * 1 1305 158 27. * 1 1920 233 25.

1 0040 9 25. * 1 0655 84 73. * 1 1310 159 26. * 1 1925 234 25.

1 0045 10 41. * 1 0700 85 64. * 1 1315 160 26. * 1 1930 235 25.

1 0050 11 58. * 1 0705 86 56. * 1 1320 161 26. * 1 1935 236 25.

1 0055 12 73. * 1 0710 87 50. * 1 1325 162 26. * 1 1940 237 25.

1 0100 13 87. * 1 0715 88 45. * 1 1330 163 26. * 1 1945 238 25.

1 0105 14 98. * 1 0720 89 40. * 1 1335 164 26. * 1 1950 239 25.

1 0110 15 105. * 1 0725 90 37. * 1 1340 165 26. * 1 1955 240 25.

1 0115 16 110. * 1 0730 91 35. * 1 1345 166 26. * 1 2000 241 25.

1 0120 17 115. * 1 0735 92 33. * 1 1350 167 26. * 1 2005 242 25.

1 0125 18 121. * 1 0740 93 32. * 1 1355 168 26. * 1 2010 243 25.

1 0130 19 130. * 1 0745 94 31. * 1 1400 169 26. * 1 2015 244 25.

1 0135 20 141. * 1 0750 95 30. * 1 1405 170 26. * 1 2020 245 25.

1 0140 21 155. * 1 0755 96 29. * 1 1410 171 26. * 1 2025 246 25.

1 0145 22 173. * 1 0800 97 29. * 1 1415 172 26. * 1 2030 247 25.

1 0150 23 194. * 1 0805 98 29. * 1 1420 173 26. * 1 2035 248 25.

1 0155 24 215. * 1 0810 99 28. * 1 1425 174 26. * 1 2040 249 25.

1 0200 25 239. * 1 0815 100 28. * 1 1430 175 26. * 1 2045 250 25.

1 0205 26 263. * 1 0820 101 28. * 1 1435 176 26. * 1 2050 251 25.

1 0210 27 287. * 1 0825 102 28. * 1 1440 177 26. * 1 2055 252 25.

1 0215 28 309. * 1 0830 103 28. * 1 1445 178 26. * 1 2100 253 25.

1 0220 29 324. * 1 0835 104 28. * 1 1450 179 26. * 1 2105 254 25.

1 0225 30 330. * 1 0840 105 28. * 1 1455 180 26. * 1 2110 255 25.

1 0230 31 326. * 1 0845 106 28. * 1 1500 181 26. * 1 2115 256 25.

1 0235 32 316. * 1 0850 107 28. * 1 1505 182 26. * 1 2120 257 25.

1 0240 33 304. * 1 0855 108 27. * 1 1510 183 26. * 1 2125 258 25.

1 0245 34 293. * 1 0900 109 27. * 1 1515 184 26. * 1 2130 259 25.

1 0250 35 290. * 1 0905 110 27. * 1 1520 185 26. * 1 2135 260 25.

1 0255 36 300. * 1 0910 111 27. * 1 1525 186 26. * 1 2140 261 25.

1 0300 37 328. * 1 0915 112 27. * 1 1530 187 26. * 1 2145 262 24.

1 0305 38 383. * 1 0920 113 27. * 1 1535 188 26. * 1 2150 263 24.

1 0310 39 473. * 1 0925 114 27. * 1 1540 189 26. * 1 2155 264 24.

1 0315 40 611. * 1 0930 115 27. * 1 1545 190 26. * 1 2200 265 24.

1 0320 41 806. * 1 0935 116 27. * 1 1550 191 26. * 1 2205 266 24.

1 0325 42 1064. * 1 0940 117 27. * 1 1555 192 26. * 1 2210 267 24.

1 0330 43 1404. * 1 0945 118 27. * 1 1600 193 26. * 1 2215 268 24.

1 0335 44 1796. * 1 0950 119 27. * 1 1605 194 26. * 1 2220 269 24.

1 0340 45 2133. * 1 0955 120 27. * 1 1610 195 26. * 1 2225 270 24.

1 0345 46 2326. * 1 1000 121 27. * 1 1615 196 26. * 1 2230 271 24.

1 0350 47 2379. * 1 1005 122 27. * 1 1620 197 26. * 1 2235 272 24.

1 0355 48 2325. * 1 1010 123 27. * 1 1625 198 26. * 1 2240 273 24.

1 0400 49 2191. * 1 1015 124 27. * 1 1630 199 26. * 1 2245 274 24.

1 0405 50 2000. * 1 1020 125 27. * 1 1635 200 26. * 1 2250 275 24.

1 0410 51 1786. * 1 1025 126 27. * 1 1640 201 26. * 1 2255 276 24.

1 0415 52 1574. * 1 1030 127 27. * 1 1645 202 26. * 1 2300 277 24.

1 0420 53 1378. * 1 1035 128 27. * 1 1650 203 26. * 1 2305 278 24.

1 0425 54 1208. * 1 1040 129 27. * 1 1655 204 26. * 1 2310 279 24.

1 0430 55 1077. * 1 1045 130 27. * 1 1700 205 26. * 1 2315 280 24.

1 0435 56 999. * 1 1050 131 27. * 1 1705 206 26. * 1 2320 281 24.

1 0440 57 979. * 1 1055 132 27. * 1 1710 207 26. * 1 2325 282 24.

1 0445 58 1013. * 1 1100 133 27. * 1 1715 208 26. * 1 2330 283 24.

1 0450 59 1098. * 1 1105 134 27. * 1 1720 209 26. * 1 2335 284 24.

1 0455 60 1207. * 1 1110 135 27. * 1 1725 210 26. * 1 2340 285 24.

1 0500 61 1294. * 1 1115 136 27. * 1 1730 211 26. * 1 2345 286 24.

1 0505 62 1324. * 1 1120 137 27. * 1 1735 212 26. * 1 2350 287 24.

1 0510 63 1290. * 1 1125 138 27. * 1 1740 213 26. * 1 2355 288 24.

1 0515 64 1203. * 1 1130 139 27. * 1 1745 214 25. * 2 0000 289 24.

1 0520 65 1080. * 1 1135 140 27. * 1 1750 215 25. * 2 0005 290 24.

1 0525 66 943. * 1 1140 141 27. * 1 1755 216 25. * 2 0010 291 24.

1 0530 67 809. * 1 1145 142 27. * 1 1800 217 25. * 2 0015 292 24.

1 0535 68 688. * 1 1150 143 27. * 1 1805 218 25. * 2 0020 293 24.

1 0540 69 583. * 1 1155 144 27. * 1 1810 219 25. * 2 0025 294 24.

1 0545 70 495. * 1 1200 145 27. * 1 1815 220 25. * 2 0030 295 24.

1 0550 71 423. * 1 1205 146 27. * 1 1820 221 25. * 2 0035 296 24.

1 0555 72 365. * 1 1210 147 27. * 1 1825 222 25. * 2 0040 297 24.

1 0600 73 319. * 1 1215 148 27. * 1 1830 223 25. * 2 0045 298 24.

1 0605 74 281. * 1 1220 149 27. * 1 1835 224 25. * 2 0050 299 24.

1 0610 75 250. * 1 1225 150 27. * 1 1840 225 25. * 2 0055 300 24.

* * *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 2379. 3.83 699. 195. 188. 188.

(INCHES) .861 .961 .963 .963

(AC-FT) 347. 387. 388. 388.

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWIN

SUM OF 2 HYDROGRAPHS

PLAN 1, RATIO = .64

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

* * *

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 76 207. * 1 1230 151 26. * 1 1845 226 24.

1 0005 2 0. * 1 0620 77 184. * 1 1235 152 26. * 1 1850 227 24.

1 0010 3 0. * 1 0625 78 163. * 1 1240 153 26. * 1 1855 228 24.

1 0015 4 0. * 1 0630 79 144. * 1 1245 154 25. * 1 1900 229 24.

1 0020 5 0. * 1 0635 80 126. * 1 1250 155 25. * 1 1905 230 24.

1 0025 6 0. * 1 0640 81 109. * 1 1255 156 25. * 1 1910 231 24.

1 0030 7 2. * 1 0645 82 94. * 1 1300 157 25. * 1 1915 232 24.

1 0035 8 6. * 1 0650 83 82. * 1 1305 158 25. * 1 1920 233 24.

1 0040 9 14. * 1 0655 84 71. * 1 1310 159 25. * 1 1925 234 24.

1 0045 10 24. * 1 0700 85 62. * 1 1315 160 25. * 1 1930 235 24.

1 0050 11 36. * 1 0705 86 55. * 1 1320 161 25. * 1 1935 236 24.

1 0055 12 47. * 1 0710 87 49. * 1 1325 162 25. * 1 1940 237 24.

1 0100 13 58. * 1 0715 88 44. * 1 1330 163 25. * 1 1945 238 24.

1 0105 14 67. * 1 0720 89 40. * 1 1335 164 25. * 1 1950 239 24.

1 0110 15 74. * 1 0725 90 37. * 1 1340 165 25. * 1 1955 240 24.

1 0115 16 79. * 1 0730 91 34. * 1 1345 166 25. * 1 2000 241 24.

1 0120 17 84. * 1 0735 92 32. * 1 1350 167 25. * 1 2005 242 24.

1 0125 18 89. * 1 0740 93 31. * 1 1355 168 25. * 1 2010 243 24.

1 0130 19 97. * 1 0745 94 30. * 1 1400 169 25. * 1 2015 244 24.

1 0135 20 107. * 1 0750 95 29. * 1 1405 170 25. * 1 2020 245 24.

1 0140 21 119. * 1 0755 96 28. * 1 1410 171 25. * 1 2025 246 24.

1 0145 22 134. * 1 0800 97 28. * 1 1415 172 25. * 1 2030 247 24.

1 0150 23 151. * 1 0805 98 28. * 1 1420 173 25. * 1 2035 248 23.

1 0155 24 170. * 1 0810 99 27. * 1 1425 174 25. * 1 2040 249 23.

1 0200 25 189. * 1 0815 100 27. * 1 1430 175 25. * 1 2045 250 23.

1 0205 26 210. * 1 0820 101 27. * 1 1435 176 25. * 1 2050 251 23.

1 0210 27 231. * 1 0825 102 27. * 1 1440 177 25. * 1 2055 252 23.

1 0215 28 251. * 1 0830 103 27. * 1 1445 178 25. * 1 2100 253 23.

1 0220 29 267. * 1 0835 104 27. * 1 1450 179 25. * 1 2105 254 23.

1 0225 30 275. * 1 0840 105 27. * 1 1455 180 25. * 1 2110 255 23.

1 0230 31 275. * 1 0845 106 26. * 1 1500 181 25. * 1 2115 256 23.

1 0235 32 269. * 1 0850 107 26. * 1 1505 182 25. * 1 2120 257 23.

1 0240 33 260. * 1 0855 108 26. * 1 1510 183 25. * 1 2125 258 23.

1 0245 34 252. * 1 0900 109 26. * 1 1515 184 25. * 1 2130 259 23.

1 0250 35 250. * 1 0905 110 26. * 1 1520 185 25. * 1 2135 260 23.

1 0255 36 257. * 1 0910 111 26. * 1 1525 186 25. * 1 2140 261 23.

1 0300 37 279. * 1 0915 112 26. * 1 1530 187 25. * 1 2145 262 23.

1 0305 38 324. * 1 0920 113 26. * 1 1535 188 25. * 1 2150 263 23.

1 0310 39 399. * 1 0925 114 26. * 1 1540 189 25. * 1 2155 264 23.

1 0315 40 517. * 1 0930 115 26. * 1 1545 190 25. * 1 2200 265 23.

1 0320 41 684. * 1 0935 116 26. * 1 1550 191 25. * 1 2205 266 23.

1 0325 42 908. * 1 0940 117 26. * 1 1555 192 25. * 1 2210 267 23.

1 0330 43 1207. * 1 0945 118 26. * 1 1600 193 25. * 1 2215 268 23.

1 0335 44 1556. * 1 0950 119 26. * 1 1605 194 25. * 1 2220 269 23.

1 0340 45 1864. * 1 0955 120 26. * 1 1610 195 25. * 1 2225 270 23.

1 0345 46 2053. * 1 1000 121 26. * 1 1615 196 25. * 1 2230 271 23.

1 0350 47 2115. * 1 1005 122 26. * 1 1620 197 25. * 1 2235 272 23.

1 0355 48 2080. * 1 1010 123 26. * 1 1625 198 25. * 1 2240 273 23.

1 0400 49 1967. * 1 1015 124 26. * 1 1630 199 25. * 1 2245 274 23.

1 0405 50 1800. * 1 1020 125 26. * 1 1635 200 25. * 1 2250 275 23.

1 0410 51 1611. * 1 1025 126 26. * 1 1640 201 24. * 1 2255 276 23.

1 0415 52 1423. * 1 1030 127 26. * 1 1645 202 24. * 1 2300 277 23.

1 0420 53 1248. * 1 1035 128 26. * 1 1650 203 24. * 1 2305 278 23.

1 0425 54 1096. * 1 1040 129 26. * 1 1655 204 24. * 1 2310 279 23.

1 0430 55 978. * 1 1045 130 26. * 1 1700 205 24. * 1 2315 280 23.

1 0435 56 905. * 1 1050 131 26. * 1 1705 206 24. * 1 2320 281 23.

1 0440 57 884. * 1 1055 132 26. * 1 1710 207 24. * 1 2325 282 23.

1 0445 58 912. * 1 1100 133 26. * 1 1715 208 24. * 1 2330 283 23.

1 0450 59 985. * 1 1105 134 26. * 1 1720 209 24. * 1 2335 284 23.

1 0455 60 1081. * 1 1110 135 26. * 1 1725 210 24. * 1 2340 285 23.

1 0500 61 1160. * 1 1115 136 26. * 1 1730 211 24. * 1 2345 286 23.

1 0505 62 1190. * 1 1120 137 26. * 1 1735 212 24. * 1 2350 287 23.

1 0510 63 1164. * 1 1125 138 26. * 1 1740 213 24. * 1 2355 288 23.

1 0515 64 1090. * 1 1130 139 26. * 1 1745 214 24. * 2 0000 289 23.

1 0520 65 982. * 1 1135 140 26. * 1 1750 215 24. * 2 0005 290 23.

1 0525 66 861. * 1 1140 141 26. * 1 1755 216 24. * 2 0010 291 22.

1 0530 67 742. * 1 1145 142 26. * 1 1800 217 24. * 2 0015 292 22.

1 0535 68 633. * 1 1150 143 26. * 1 1805 218 24. * 2 0020 293 22.

1 0540 69 538. * 1 1155 144 26. * 1 1810 219 24. * 2 0025 294 22.

1 0545 70 458. * 1 1200 145 26. * 1 1815 220 24. * 2 0030 295 22.

1 0550 71 393. * 1 1205 146 26. * 1 1820 221 24. * 2 0035 296 22.

1 0555 72 340. * 1 1210 147 26. * 1 1825 222 24. * 2 0040 297 22.

1 0600 73 297. * 1 1215 148 26. * 1 1830 223 24. * 2 0045 298 22.

1 0605 74 263. * 1 1220 149 26. * 1 1835 224 24. * 2 0050 299 22.

1 0610 75 233. * 1 1225 150 26. * 1 1840 225 24. * 2 0055 300 22.

* * *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 2115. 3.83 620. 174. 168. 168.

(INCHES) .763 .857 .859 .859

(AC-FT) 307. 345. 346. 346.

 

CUMULATIVE AREA = 7.55 SQ MI

 

 

 

 

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

 

 

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

* *

1665 KK * MEADOWDB *

* *

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

 

1681 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1682 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

 

1683 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

 

1685 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

 

1687 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 = .83

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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 2097.9 * 1 0820 101 422. 31.0 2102.0 * 1 1640 201 29. 2.4 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 401. 28.4 2101.8 * 1 1645 202 29. 2.4 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 359. 26.0 2101.6 * 1 1650 203 29. 2.4 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 321. 23.9 2101.5 * 1 1655 204 29. 2.4 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 287. 22.0 2101.3 * 1 1700 205 28. 2.4 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 258. 20.3 2101.2 * 1 1705 206 28. 2.4 2098.3

1 0030 7 1. .1 2097.9 * 1 0850 107 231. 18.8 2101.1 * 1 1710 207 28. 2.4 2098.3

1 0035 8 3. .2 2097.9 * 1 0855 108 208. 17.5 2101.0 * 1 1715 208 28. 2.4 2098.3

1 0040 9 6. .5 2098.0 * 1 0900 109 192. 16.3 2100.8 * 1 1720 209 28. 2.4 2098.3

1 0045 10 12. 1.0 2098.1 * 1 0905 110 180. 15.3 2100.7 * 1 1725 210 28. 2.4 2098.3

1 0050 11 19. 1.7 2098.2 * 1 0910 111 168. 14.3 2100.5 * 1 1730 211 28. 2.4 2098.3

1 0055 12 29. 2.5 2098.3 * 1 0915 112 157. 13.4 2100.3 * 1 1735 212 28. 2.4 2098.3

1 0100 13 40. 3.4 2098.5 * 1 0920 113 147. 12.5 2100.2 * 1 1740 213 28. 2.4 2098.3

1 0105 14 51. 4.3 2098.7 * 1 0925 114 138. 11.7 2100.0 * 1 1745 214 28. 2.4 2098.3

1 0110 15 61. 5.2 2098.8 * 1 0930 115 130. 11.0 2099.9 * 1 1750 215 28. 2.4 2098.3

1 0115 16 72. 6.1 2099.0 * 1 0935 116 122. 10.3 2099.8 * 1 1755 216 28. 2.4 2098.3

1 0120 17 82. 7.0 2099.2 * 1 0940 117 115. 9.7 2099.7 * 1 1800 217 28. 2.4 2098.3

1 0125 18 92. 7.8 2099.3 * 1 0945 118 108. 9.2 2099.6 * 1 1805 218 28. 2.4 2098.3

1 0130 19 101. 8.6 2099.5 * 1 0950 119 102. 8.7 2099.5 * 1 1810 219 28. 2.4 2098.3

1 0135 20 111. 9.4 2099.6 * 1 0955 120 96. 8.2 2099.4 * 1 1815 220 28. 2.4 2098.3

1 0140 21 121. 10.3 2099.8 * 1 1000 121 91. 7.7 2099.3 * 1 1820 221 28. 2.4 2098.3

1 0145 22 132. 11.2 2099.9 * 1 1005 122 86. 7.3 2099.2 * 1 1825 222 28. 2.4 2098.3

1 0150 23 144. 12.3 2100.1 * 1 1010 123 82. 6.9 2099.2 * 1 1830 223 28. 2.4 2098.3

1 0155 24 158. 13.4 2100.3 * 1 1015 124 78. 6.6 2099.1 * 1 1835 224 28. 2.4 2098.3

1 0200 25 173. 14.7 2100.5 * 1 1020 125 74. 6.3 2099.0 * 1 1840 225 28. 2.4 2098.3

1 0205 26 189. 16.0 2100.8 * 1 1025 126 70. 6.0 2099.0 * 1 1845 226 28. 2.4 2098.3

1 0210 27 208. 17.5 2101.0 * 1 1030 127 67. 5.7 2098.9 * 1 1850 227 28. 2.4 2098.3

1 0215 28 235. 19.0 2101.1 * 1 1035 128 64. 5.5 2098.9 * 1 1855 228 28. 2.4 2098.3

1 0220 29 261. 20.5 2101.2 * 1 1040 129 62. 5.2 2098.8 * 1 1900 229 28. 2.4 2098.3

1 0225 30 285. 21.8 2101.3 * 1 1045 130 59. 5.0 2098.8 * 1 1905 230 28. 2.4 2098.3

1 0230 31 306. 23.0 2101.4 * 1 1050 131 57. 4.8 2098.8 * 1 1910 231 28. 2.4 2098.3

1 0235 32 322. 23.9 2101.5 * 1 1055 132 55. 4.6 2098.7 * 1 1915 232 28. 2.4 2098.3

1 0240 33 334. 24.6 2101.5 * 1 1100 133 53. 4.5 2098.7 * 1 1920 233 28. 2.4 2098.3

1 0245 34 343. 25.1 2101.6 * 1 1105 134 51. 4.3 2098.7 * 1 1925 234 28. 2.4 2098.3

1 0250 35 349. 25.4 2101.6 * 1 1110 135 49. 4.2 2098.7 * 1 1930 235 28. 2.4 2098.3

1 0255 36 355. 25.8 2101.6 * 1 1115 136 48. 4.0 2098.6 * 1 1935 236 28. 2.4 2098.3

1 0300 37 364. 26.3 2101.6 * 1 1120 137 46. 3.9 2098.6 * 1 1940 237 28. 2.4 2098.3

1 0305 38 379. 27.1 2101.7 * 1 1125 138 45. 3.8 2098.6 * 1 1945 238 28. 2.4 2098.3

1 0310 39 402. 28.5 2101.8 * 1 1130 139 44. 3.7 2098.6 * 1 1950 239 28. 2.4 2098.3

1 0315 40 421. 30.9 2102.0 * 1 1135 140 43. 3.6 2098.6 * 1 1955 240 28. 2.4 2098.3

1 0320 41 452. 34.7 2102.2 * 1 1140 141 41. 3.5 2098.5 * 1 2000 241 28. 2.4 2098.3

1 0325 42 498. 40.3 2102.5 * 1 1145 142 41. 3.4 2098.5 * 1 2005 242 28. 2.4 2098.3

1 0330 43 544. 48.4 2103.0 * 1 1150 143 40. 3.4 2098.5 * 1 2010 243 28. 2.4 2098.3

1 0335 44 607. 59.2 2103.6 * 1 1155 144 39. 3.3 2098.5 * 1 2015 244 28. 2.4 2098.3

1 0340 45 687. 72.7 2104.4 * 1 1200 145 38. 3.2 2098.5 * 1 2020 245 28. 2.4 2098.3

1 0345 46 773. 87.7 2105.2 * 1 1205 146 37. 3.2 2098.5 * 1 2025 246 28. 2.4 2098.3

1 0350 47 856. 102.8 2106.0 * 1 1210 147 37. 3.1 2098.5 * 1 2030 247 28. 2.4 2098.3

1 0355 48 932. 117.2 2106.7 * 1 1215 148 36. 3.1 2098.5 * 1 2035 248 28. 2.4 2098.3

1 0400 49 997. 130.0 2107.4 * 1 1220 149 36. 3.0 2098.4 * 1 2040 249 28. 2.4 2098.3

1 0405 50 1048. 140.9 2107.9 * 1 1225 150 35. 3.0 2098.4 * 1 2045 250 28. 2.4 2098.3

1 0410 51 1089. 149.6 2108.3 * 1 1230 151 35. 2.9 2098.4 * 1 2050 251 28. 2.4 2098.3

1 0415 52 1119. 156.3 2108.6 * 1 1235 152 34. 2.9 2098.4 * 1 2055 252 28. 2.4 2098.3

1 0420 53 1140. 161.0 2108.9 * 1 1240 153 34. 2.9 2098.4 * 1 2100 253 28. 2.4 2098.3

1 0425 54 1153. 164.1 2109.0 * 1 1245 154 33. 2.8 2098.4 * 1 2105 254 28. 2.4 2098.3

1 0430 55 1161. 165.8 2109.1 * 1 1250 155 33. 2.8 2098.4 * 1 2110 255 28. 2.3 2098.3

1 0435 56 1164. 166.6 2109.1 * 1 1255 156 33. 2.8 2098.4 * 1 2115 256 28. 2.3 2098.3

1 0440 57 1166. 166.9 2109.1 * 1 1300 157 32. 2.8 2098.4 * 1 2120 257 28. 2.3 2098.3

1 0445 58 1168. 167.4 2109.2 * 1 1305 158 32. 2.7 2098.4 * 1 2125 258 28. 2.3 2098.3

1 0450 59 1173. 168.5 2109.2 * 1 1310 159 32. 2.7 2098.4 * 1 2130 259 28. 2.3 2098.3

1 0455 60 1181. 170.4 2109.3 * 1 1315 160 32. 2.7 2098.4 * 1 2135 260 28. 2.3 2098.3

1 0500 61 1193. 173.0 2109.4 * 1 1320 161 31. 2.7 2098.4 * 1 2140 261 28. 2.3 2098.3

1 0505 62 1207. 176.1 2109.6 * 1 1325 162 31. 2.7 2098.4 * 1 2145 262 28. 2.3 2098.3

1 0510 63 1220. 179.0 2109.7 * 1 1330 163 31. 2.6 2098.4 * 1 2150 263 28. 2.3 2098.3

1 0515 64 1230. 181.1 2109.8 * 1 1335 164 31. 2.6 2098.4 * 1 2155 264 28. 2.3 2098.3

1 0520 65 1235. 182.3 2109.9 * 1 1340 165 31. 2.6 2098.4 * 1 2200 265 28. 2.3 2098.3

1 0525 66 1235. 182.3 2109.9 * 1 1345 166 31. 2.6 2098.4 * 1 2205 266 27. 2.3 2098.3

1 0530 67 1229. 181.1 2109.8 * 1 1350 167 30. 2.6 2098.4 * 1 2210 267 27. 2.3 2098.3

1 0535 68 1219. 178.8 2109.7 * 1 1355 168 30. 2.6 2098.4 * 1 2215 268 27. 2.3 2098.3

1 0540 69 1205. 175.7 2109.6 * 1 1400 169 30. 2.6 2098.4 * 1 2220 269 27. 2.3 2098.3

1 0545 70 1188. 171.9 2109.4 * 1 1405 170 30. 2.6 2098.4 * 1 2225 270 27. 2.3 2098.3

1 0550 71 1169. 167.5 2109.2 * 1 1410 171 30. 2.5 2098.4 * 1 2230 271 27. 2.3 2098.3

1 0555 72 1148. 162.8 2108.9 * 1 1415 172 30. 2.5 2098.4 * 1 2235 272 27. 2.3 2098.3

1 0600 73 1125. 157.7 2108.7 * 1 1420 173 30. 2.5 2098.4 * 1 2240 273 27. 2.3 2098.3

1 0605 74 1102. 152.5 2108.5 * 1 1425 174 30. 2.5 2098.4 * 1 2245 274 27. 2.3 2098.3

1 0610 75 1077. 147.2 2108.2 * 1 1430 175 30. 2.5 2098.4 * 1 2250 275 27. 2.3 2098.3

1 0615 76 1052. 141.8 2107.9 * 1 1435 176 30. 2.5 2098.4 * 1 2255 276 27. 2.3 2098.3

1 0620 77 1027. 136.3 2107.7 * 1 1440 177 30. 2.5 2098.4 * 1 2300 277 27. 2.3 2098.3

1 0625 78 1001. 130.8 2107.4 * 1 1445 178 29. 2.5 2098.4 * 1 2305 278 27. 2.3 2098.3

1 0630 79 973. 125.3 2107.1 * 1 1450 179 29. 2.5 2098.4 * 1 2310 279 27. 2.3 2098.3

1 0635 80 945. 119.8 2106.9 * 1 1455 180 29. 2.5 2098.3 * 1 2315 280 27. 2.3 2098.3

1 0640 81 917. 114.4 2106.6 * 1 1500 181 29. 2.5 2098.3 * 1 2320 281 27. 2.3 2098.3

1 0645 82 889. 109.0 2106.3 * 1 1505 182 29. 2.5 2098.3 * 1 2325 282 27. 2.3 2098.3

1 0650 83 860. 103.7 2106.0 * 1 1510 183 29. 2.5 2098.3 * 1 2330 283 27. 2.3 2098.3

1 0655 84 832. 98.4 2105.8 * 1 1515 184 29. 2.5 2098.3 * 1 2335 284 27. 2.3 2098.3

1 0700 85 805. 93.3 2105.5 * 1 1520 185 29. 2.5 2098.3 * 1 2340 285 27. 2.3 2098.3

1 0705 86 776. 88.3 2105.2 * 1 1525 186 29. 2.5 2098.3 * 1 2345 286 27. 2.3 2098.3

1 0710 87 749. 83.5 2105.0 * 1 1530 187 29. 2.5 2098.3 * 1 2350 287 27. 2.3 2098.3

1 0715 88 722. 78.8 2104.7 * 1 1535 188 29. 2.5 2098.3 * 1 2355 288 27. 2.3 2098.3

1 0720 89 696. 74.2 2104.5 * 1 1540 189 29. 2.5 2098.3 * 2 0000 289 27. 2.3 2098.3

1 0725 90 670. 69.8 2104.2 * 1 1545 190 29. 2.5 2098.3 * 2 0005 290 27. 2.3 2098.3

1 0730 91 644. 65.5 2104.0 * 1 1550 191 29. 2.5 2098.3 * 2 0010 291 27. 2.3 2098.3

1 0735 92 620. 61.4 2103.8 * 1 1555 192 29. 2.4 2098.3 * 2 0015 292 27. 2.3 2098.3

1 0740 93 597. 57.5 2103.5 * 1 1600 193 29. 2.4 2098.3 * 2 0020 293 27. 2.3 2098.3

1 0745 94 575. 53.7 2103.3 * 1 1605 194 29. 2.4 2098.3 * 2 0025 294 27. 2.3 2098.3

1 0750 95 554. 50.0 2103.1 * 1 1610 195 29. 2.4 2098.3 * 2 0030 295 27. 2.3 2098.3

1 0755 96 534. 46.5 2102.9 * 1 1615 196 29. 2.4 2098.3 * 2 0035 296 27. 2.3 2098.3

1 0800 97 514. 43.1 2102.7 * 1 1620 197 29. 2.4 2098.3 * 2 0040 297 27. 2.3 2098.3

1 0805 98 494. 39.8 2102.5 * 1 1625 198 29. 2.4 2098.3 * 2 0045 298 27. 2.3 2098.3

1 0810 99 468. 36.7 2102.3 * 1 1630 199 29. 2.4 2098.3 * 2 0050 299 27. 2.3 2098.3

1 0815 100 445. 33.8 2102.1 * 1 1635 200 29. 2.4 2098.3 * 2 0055 300 27. 2.3 2098.3

* *

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PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 1235. 5.33 826. 247. 238. 238.

(INCHES) 1.017 1.217 1.218 1.218

(AC-FT) 410. 490. 491. 491.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

182. 5.33 103. 29. 28. 28.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2109.86 5.33 2105.84 2100.48 2100.39 2100.39

 

CUMULATIVE AREA = 7.55 SQ MI

 

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HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .80

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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 2097.9 * 1 0820 101 394. 27.9 2101.8 * 1 1640 201 28. 2.4 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 352. 25.6 2101.6 * 1 1645 202 28. 2.4 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 315. 23.5 2101.4 * 1 1650 203 28. 2.4 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 282. 21.6 2101.3 * 1 1655 204 28. 2.4 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 253. 20.0 2101.2 * 1 1700 205 28. 2.4 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 227. 18.6 2101.1 * 1 1705 206 28. 2.4 2098.3

1 0030 7 1. .1 2097.9 * 1 0850 107 204. 17.3 2101.0 * 1 1710 207 28. 2.4 2098.3

1 0035 8 2. .2 2097.9 * 1 0855 108 190. 16.1 2100.8 * 1 1715 208 28. 2.4 2098.3

1 0040 9 5. .4 2098.0 * 1 0900 109 177. 15.1 2100.6 * 1 1720 209 28. 2.4 2098.3

1 0045 10 10. .8 2098.1 * 1 0905 110 166. 14.1 2100.4 * 1 1725 210 28. 2.4 2098.3

1 0050 11 17. 1.4 2098.2 * 1 0910 111 155. 13.2 2100.3 * 1 1730 211 28. 2.4 2098.3

1 0055 12 25. 2.1 2098.3 * 1 0915 112 145. 12.3 2100.1 * 1 1735 212 28. 2.4 2098.3

1 0100 13 34. 2.9 2098.4 * 1 0920 113 136. 11.6 2100.0 * 1 1740 213 28. 2.4 2098.3

1 0105 14 44. 3.8 2098.6 * 1 0925 114 128. 10.9 2099.9 * 1 1745 214 28. 2.4 2098.3

1 0110 15 54. 4.6 2098.7 * 1 0930 115 120. 10.2 2099.7 * 1 1750 215 28. 2.4 2098.3

1 0115 16 64. 5.4 2098.9 * 1 0935 116 113. 9.6 2099.6 * 1 1755 216 28. 2.4 2098.3

1 0120 17 73. 6.2 2099.0 * 1 0940 117 107. 9.1 2099.5 * 1 1800 217 28. 2.4 2098.3

1 0125 18 82. 6.9 2099.2 * 1 0945 118 101. 8.5 2099.4 * 1 1805 218 28. 2.4 2098.3

1 0130 19 91. 7.7 2099.3 * 1 0950 119 95. 8.1 2099.4 * 1 1810 219 28. 2.4 2098.3

1 0135 20 100. 8.5 2099.4 * 1 0955 120 90. 7.6 2099.3 * 1 1815 220 28. 2.4 2098.3

1 0140 21 109. 9.3 2099.6 * 1 1000 121 85. 7.2 2099.2 * 1 1820 221 28. 2.4 2098.3

1 0145 22 119. 10.1 2099.7 * 1 1005 122 81. 6.9 2099.1 * 1 1825 222 28. 2.4 2098.3

1 0150 23 131. 11.1 2099.9 * 1 1010 123 77. 6.5 2099.1 * 1 1830 223 28. 2.4 2098.3

1 0155 24 143. 12.2 2100.1 * 1 1015 124 73. 6.2 2099.0 * 1 1835 224 28. 2.4 2098.3

1 0200 25 157. 13.4 2100.3 * 1 1020 125 70. 5.9 2099.0 * 1 1840 225 28. 2.3 2098.3

1 0205 26 173. 14.7 2100.5 * 1 1025 126 66. 5.6 2098.9 * 1 1845 226 28. 2.3 2098.3

1 0210 27 189. 16.1 2100.8 * 1 1030 127 63. 5.4 2098.9 * 1 1850 227 28. 2.3 2098.3

1 0215 28 209. 17.5 2101.0 * 1 1035 128 61. 5.2 2098.8 * 1 1855 228 28. 2.3 2098.3

1 0220 29 234. 19.0 2101.1 * 1 1040 129 58. 5.0 2098.8 * 1 1900 229 28. 2.3 2098.3

1 0225 30 258. 20.3 2101.2 * 1 1045 130 56. 4.8 2098.8 * 1 1905 230 28. 2.3 2098.3

1 0230 31 278. 21.5 2101.3 * 1 1050 131 54. 4.6 2098.7 * 1 1910 231 28. 2.3 2098.3

1 0235 32 295. 22.4 2101.4 * 1 1055 132 52. 4.4 2098.7 * 1 1915 232 28. 2.3 2098.3

1 0240 33 307. 23.1 2101.4 * 1 1100 133 50. 4.3 2098.7 * 1 1920 233 28. 2.3 2098.3

1 0245 34 317. 23.6 2101.5 * 1 1105 134 49. 4.1 2098.6 * 1 1925 234 28. 2.3 2098.3

1 0250 35 323. 24.0 2101.5 * 1 1110 135 47. 4.0 2098.6 * 1 1930 235 28. 2.3 2098.3

1 0255 36 330. 24.4 2101.5 * 1 1115 136 46. 3.9 2098.6 * 1 1935 236 27. 2.3 2098.3

1 0300 37 339. 24.9 2101.5 * 1 1120 137 44. 3.8 2098.6 * 1 1940 237 27. 2.3 2098.3

1 0305 38 353. 25.7 2101.6 * 1 1125 138 43. 3.7 2098.6 * 1 1945 238 27. 2.3 2098.3

1 0310 39 377. 27.0 2101.7 * 1 1130 139 42. 3.6 2098.5 * 1 1950 239 27. 2.3 2098.3

1 0315 40 407. 29.2 2101.8 * 1 1135 140 41. 3.5 2098.5 * 1 1955 240 27. 2.3 2098.3

1 0320 41 436. 32.7 2102.1 * 1 1140 141 40. 3.4 2098.5 * 1 2000 241 27. 2.3 2098.3

1 0325 42 478. 38.0 2102.4 * 1 1145 142 39. 3.3 2098.5 * 1 2005 242 27. 2.3 2098.3

1 0330 43 528. 45.5 2102.8 * 1 1150 143 38. 3.3 2098.5 * 1 2010 243 27. 2.3 2098.3

1 0335 44 586. 55.7 2103.4 * 1 1155 144 38. 3.2 2098.5 * 1 2015 244 27. 2.3 2098.3

1 0340 45 661. 68.4 2104.1 * 1 1200 145 37. 3.1 2098.5 * 1 2020 245 27. 2.3 2098.3

1 0345 46 744. 82.6 2104.9 * 1 1205 146 36. 3.1 2098.5 * 1 2025 246 27. 2.3 2098.3

1 0350 47 824. 97.0 2105.7 * 1 1210 147 36. 3.0 2098.4 * 1 2030 247 27. 2.3 2098.3

1 0355 48 898. 110.7 2106.4 * 1 1215 148 35. 3.0 2098.4 * 1 2035 248 27. 2.3 2098.3

1 0400 49 961. 123.0 2107.0 * 1 1220 149 35. 2.9 2098.4 * 1 2040 249 27. 2.3 2098.3

1 0405 50 1013. 133.4 2107.5 * 1 1225 150 34. 2.9 2098.4 * 1 2045 250 27. 2.3 2098.3

1 0410 51 1052. 141.8 2107.9 * 1 1230 151 34. 2.9 2098.4 * 1 2050 251 27. 2.3 2098.3

1 0415 52 1082. 148.1 2108.2 * 1 1235 152 33. 2.8 2098.4 * 1 2055 252 27. 2.3 2098.3

1 0420 53 1103. 152.7 2108.5 * 1 1240 153 33. 2.8 2098.4 * 1 2100 253 27. 2.3 2098.3

1 0425 54 1116. 155.5 2108.6 * 1 1245 154 33. 2.8 2098.4 * 1 2105 254 27. 2.3 2098.3

1 0430 55 1123. 157.1 2108.7 * 1 1250 155 32. 2.7 2098.4 * 1 2110 255 27. 2.3 2098.3

1 0435 56 1126. 157.9 2108.7 * 1 1255 156 32. 2.7 2098.4 * 1 2115 256 27. 2.3 2098.3

1 0440 57 1127. 158.2 2108.7 * 1 1300 157 32. 2.7 2098.4 * 1 2120 257 27. 2.3 2098.3

1 0445 58 1129. 158.6 2108.7 * 1 1305 158 31. 2.7 2098.4 * 1 2125 258 27. 2.3 2098.3

1 0450 59 1133. 159.6 2108.8 * 1 1310 159 31. 2.7 2098.4 * 1 2130 259 27. 2.3 2098.3

1 0455 60 1141. 161.3 2108.9 * 1 1315 160 31. 2.6 2098.4 * 1 2135 260 27. 2.3 2098.3

1 0500 61 1152. 163.8 2109.0 * 1 1320 161 31. 2.6 2098.4 * 1 2140 261 27. 2.3 2098.3

1 0505 62 1165. 166.7 2109.1 * 1 1325 162 31. 2.6 2098.4 * 1 2145 262 27. 2.3 2098.3

1 0510 63 1177. 169.4 2109.3 * 1 1330 163 30. 2.6 2098.4 * 1 2150 263 27. 2.3 2098.3

1 0515 64 1186. 171.4 2109.3 * 1 1335 164 30. 2.6 2098.4 * 1 2155 264 27. 2.3 2098.3

1 0520 65 1191. 172.5 2109.4 * 1 1340 165 30. 2.6 2098.4 * 1 2200 265 27. 2.3 2098.3

1 0525 66 1191. 172.5 2109.4 * 1 1345 166 30. 2.5 2098.4 * 1 2205 266 27. 2.3 2098.3

1 0530 67 1185. 171.4 2109.3 * 1 1350 167 30. 2.5 2098.4 * 1 2210 267 27. 2.3 2098.3

1 0535 68 1176. 169.2 2109.2 * 1 1355 168 30. 2.5 2098.4 * 1 2215 268 27. 2.3 2098.3

1 0540 69 1163. 166.2 2109.1 * 1 1400 169 30. 2.5 2098.4 * 1 2220 269 27. 2.3 2098.3

1 0545 70 1146. 162.5 2108.9 * 1 1405 170 30. 2.5 2098.4 * 1 2225 270 27. 2.3 2098.3

1 0550 71 1128. 158.3 2108.7 * 1 1410 171 29. 2.5 2098.4 * 1 2230 271 27. 2.3 2098.3

1 0555 72 1108. 153.7 2108.5 * 1 1415 172 29. 2.5 2098.4 * 1 2235 272 27. 2.3 2098.3

1 0600 73 1085. 148.9 2108.3 * 1 1420 173 29. 2.5 2098.3 * 1 2240 273 27. 2.3 2098.3

1 0605 74 1062. 143.9 2108.0 * 1 1425 174 29. 2.5 2098.3 * 1 2245 274 27. 2.3 2098.3

1 0610 75 1038. 138.7 2107.8 * 1 1430 175 29. 2.5 2098.3 * 1 2250 275 27. 2.3 2098.3

1 0615 76 1014. 133.5 2107.5 * 1 1435 176 29. 2.5 2098.3 * 1 2255 276 27. 2.3 2098.3

1 0620 77 989. 128.3 2107.3 * 1 1440 177 29. 2.5 2098.3 * 1 2300 277 27. 2.3 2098.3

1 0625 78 962. 123.0 2107.0 * 1 1445 178 29. 2.5 2098.3 * 1 2305 278 27. 2.3 2098.3

1 0630 79 935. 117.8 2106.8 * 1 1450 179 29. 2.5 2098.3 * 1 2310 279 27. 2.3 2098.3

1 0635 80 908. 112.5 2106.5 * 1 1455 180 29. 2.4 2098.3 * 1 2315 280 27. 2.3 2098.3

1 0640 81 880. 107.3 2106.2 * 1 1500 181 29. 2.4 2098.3 * 1 2320 281 27. 2.3 2098.3

1 0645 82 852. 102.1 2106.0 * 1 1505 182 29. 2.4 2098.3 * 1 2325 282 27. 2.3 2098.3

1 0650 83 825. 97.0 2105.7 * 1 1510 183 29. 2.4 2098.3 * 1 2330 283 27. 2.3 2098.3

1 0655 84 798. 92.1 2105.4 * 1 1515 184 29. 2.4 2098.3 * 1 2335 284 27. 2.3 2098.3

1 0700 85 770. 87.2 2105.2 * 1 1520 185 29. 2.4 2098.3 * 1 2340 285 27. 2.3 2098.3

1 0705 86 743. 82.4 2104.9 * 1 1525 186 29. 2.4 2098.3 * 1 2345 286 27. 2.3 2098.3

1 0710 87 716. 77.8 2104.7 * 1 1530 187 28. 2.4 2098.3 * 1 2350 287 27. 2.3 2098.3

1 0715 88 690. 73.3 2104.4 * 1 1535 188 28. 2.4 2098.3 * 1 2355 288 27. 2.3 2098.3

1 0720 89 664. 68.9 2104.2 * 1 1540 189 28. 2.4 2098.3 * 2 0000 289 27. 2.3 2098.3

1 0725 90 640. 64.7 2103.9 * 1 1545 190 28. 2.4 2098.3 * 2 0005 290 27. 2.3 2098.3

1 0730 91 616. 60.7 2103.7 * 1 1550 191 28. 2.4 2098.3 * 2 0010 291 26. 2.3 2098.3

1 0735 92 593. 56.8 2103.5 * 1 1555 192 28. 2.4 2098.3 * 2 0015 292 26. 2.2 2098.3

1 0740 93 571. 53.0 2103.3 * 1 1600 193 28. 2.4 2098.3 * 2 0020 293 26. 2.2 2098.3

1 0745 94 550. 49.4 2103.1 * 1 1605 194 28. 2.4 2098.3 * 2 0025 294 26. 2.2 2098.3

1 0750 95 530. 45.9 2102.9 * 1 1610 195 28. 2.4 2098.3 * 2 0030 295 26. 2.2 2098.3

1 0755 96 511. 42.5 2102.7 * 1 1615 196 28. 2.4 2098.3 * 2 0035 296 26. 2.2 2098.3

1 0800 97 489. 39.3 2102.5 * 1 1620 197 28. 2.4 2098.3 * 2 0040 297 26. 2.2 2098.3

1 0805 98 464. 36.2 2102.3 * 1 1625 198 28. 2.4 2098.3 * 2 0045 298 26. 2.2 2098.3

1 0810 99 440. 33.3 2102.1 * 1 1630 199 28. 2.4 2098.3 * 2 0050 299 26. 2.2 2098.3

1 0815 100 418. 30.5 2101.9 * 1 1635 200 28. 2.4 2098.3 * 2 0055 300 26. 2.2 2098.3

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 1191. 5.33 793. 236. 228. 228.

(INCHES) .976 1.164 1.164 1.164

(AC-FT) 393. 469. 469. 469.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

173. 5.33 97. 27. 26. 26.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2109.40 5.33 2105.53 2100.38 2100.29 2100.29

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .76

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

* *

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 101 324. 24.1 2101.5 * 1 1640 201 27. 2.3 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 290. 22.1 2101.4 * 1 1645 202 27. 2.3 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 260. 20.4 2101.2 * 1 1650 203 27. 2.3 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 234. 18.9 2101.1 * 1 1655 204 27. 2.3 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 210. 17.6 2101.0 * 1 1700 205 27. 2.3 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 193. 16.4 2100.9 * 1 1705 206 27. 2.3 2098.3

1 0030 7 0. .0 2097.9 * 1 0850 107 180. 15.3 2100.7 * 1 1710 207 27. 2.3 2098.3

1 0035 8 2. .1 2097.9 * 1 0855 108 169. 14.3 2100.5 * 1 1715 208 27. 2.3 2098.3

1 0040 9 4. .3 2098.0 * 1 0900 109 158. 13.4 2100.3 * 1 1720 209 27. 2.3 2098.3

1 0045 10 8. .7 2098.0 * 1 0905 110 148. 12.5 2100.2 * 1 1725 210 27. 2.3 2098.3

1 0050 11 13. 1.1 2098.1 * 1 0910 111 138. 11.8 2100.0 * 1 1730 211 27. 2.3 2098.3

1 0055 12 20. 1.7 2098.2 * 1 0915 112 130. 11.0 2099.9 * 1 1735 212 27. 2.3 2098.3

1 0100 13 28. 2.4 2098.3 * 1 0920 113 122. 10.4 2099.8 * 1 1740 213 27. 2.3 2098.3

1 0105 14 36. 3.1 2098.5 * 1 0925 114 115. 9.7 2099.7 * 1 1745 214 27. 2.3 2098.3

1 0110 15 45. 3.8 2098.6 * 1 0930 115 108. 9.2 2099.6 * 1 1750 215 27. 2.3 2098.3

1 0115 16 53. 4.5 2098.7 * 1 0935 116 102. 8.6 2099.5 * 1 1755 216 27. 2.3 2098.3

1 0120 17 61. 5.2 2098.8 * 1 0940 117 96. 8.2 2099.4 * 1 1800 217 27. 2.3 2098.3

1 0125 18 69. 5.8 2099.0 * 1 0945 118 91. 7.7 2099.3 * 1 1805 218 27. 2.3 2098.3

1 0130 19 76. 6.5 2099.1 * 1 0950 119 86. 7.3 2099.2 * 1 1810 219 27. 2.3 2098.3

1 0135 20 84. 7.2 2099.2 * 1 0955 120 81. 6.9 2099.1 * 1 1815 220 27. 2.3 2098.3

1 0140 21 93. 7.9 2099.3 * 1 1000 121 77. 6.6 2099.1 * 1 1820 221 27. 2.3 2098.3

1 0145 22 102. 8.7 2099.5 * 1 1005 122 73. 6.2 2099.0 * 1 1825 222 27. 2.3 2098.3

1 0150 23 113. 9.6 2099.6 * 1 1010 123 70. 5.9 2099.0 * 1 1830 223 27. 2.3 2098.3

1 0155 24 124. 10.6 2099.8 * 1 1015 124 67. 5.7 2098.9 * 1 1835 224 27. 2.3 2098.3

1 0200 25 137. 11.6 2100.0 * 1 1020 125 64. 5.4 2098.9 * 1 1840 225 27. 2.3 2098.3

1 0205 26 151. 12.8 2100.2 * 1 1025 126 61. 5.2 2098.8 * 1 1845 226 27. 2.3 2098.3

1 0210 27 166. 14.1 2100.4 * 1 1030 127 58. 5.0 2098.8 * 1 1850 227 27. 2.3 2098.3

1 0215 28 182. 15.5 2100.7 * 1 1035 128 56. 4.8 2098.8 * 1 1855 228 27. 2.3 2098.3

1 0220 29 198. 16.8 2100.9 * 1 1040 129 54. 4.6 2098.7 * 1 1900 229 27. 2.3 2098.3

1 0225 30 219. 18.1 2101.1 * 1 1045 130 52. 4.4 2098.7 * 1 1905 230 27. 2.3 2098.3

1 0230 31 240. 19.3 2101.2 * 1 1050 131 50. 4.3 2098.7 * 1 1910 231 27. 2.3 2098.3

1 0235 32 257. 20.2 2101.2 * 1 1055 132 48. 4.1 2098.6 * 1 1915 232 27. 2.3 2098.3

1 0240 33 270. 21.0 2101.3 * 1 1100 133 47. 4.0 2098.6 * 1 1920 233 27. 2.3 2098.3

1 0245 34 279. 21.5 2101.3 * 1 1105 134 45. 3.9 2098.6 * 1 1925 234 27. 2.3 2098.3

1 0250 35 287. 22.0 2101.3 * 1 1110 135 44. 3.7 2098.6 * 1 1930 235 27. 2.3 2098.3

1 0255 36 294. 22.4 2101.4 * 1 1115 136 43. 3.6 2098.6 * 1 1935 236 27. 2.3 2098.3

1 0300 37 303. 22.9 2101.4 * 1 1120 137 42. 3.5 2098.5 * 1 1940 237 27. 2.3 2098.3

1 0305 38 317. 23.6 2101.5 * 1 1125 138 41. 3.4 2098.5 * 1 1945 238 27. 2.3 2098.3

1 0310 39 340. 24.9 2101.5 * 1 1130 139 40. 3.4 2098.5 * 1 1950 239 27. 2.3 2098.3

1 0315 40 376. 26.9 2101.7 * 1 1135 140 39. 3.3 2098.5 * 1 1955 240 27. 2.3 2098.3

1 0320 41 414. 30.1 2101.9 * 1 1140 141 38. 3.2 2098.5 * 1 2000 241 27. 2.3 2098.3

1 0325 42 452. 34.8 2102.2 * 1 1145 142 37. 3.2 2098.5 * 1 2005 242 27. 2.3 2098.3

1 0330 43 505. 41.5 2102.6 * 1 1150 143 36. 3.1 2098.5 * 1 2010 243 27. 2.3 2098.3

1 0335 44 559. 50.8 2103.2 * 1 1155 144 36. 3.0 2098.4 * 1 2015 244 27. 2.3 2098.3

1 0340 45 627. 62.5 2103.8 * 1 1200 145 35. 3.0 2098.4 * 1 2020 245 27. 2.3 2098.3

1 0345 46 704. 75.7 2104.6 * 1 1205 146 35. 2.9 2098.4 * 1 2025 246 27. 2.3 2098.3

1 0350 47 781. 89.1 2105.3 * 1 1210 147 34. 2.9 2098.4 * 1 2030 247 27. 2.3 2098.3

1 0355 48 851. 101.9 2106.0 * 1 1215 148 34. 2.9 2098.4 * 1 2035 248 27. 2.3 2098.3

1 0400 49 912. 113.4 2106.5 * 1 1220 149 33. 2.8 2098.4 * 1 2040 249 26. 2.3 2098.3

1 0405 50 962. 123.2 2107.0 * 1 1225 150 33. 2.8 2098.4 * 1 2045 250 26. 2.2 2098.3

1 0410 51 1002. 131.0 2107.4 * 1 1230 151 32. 2.8 2098.4 * 1 2050 251 26. 2.2 2098.3

1 0415 52 1030. 137.0 2107.7 * 1 1235 152 32. 2.7 2098.4 * 1 2055 252 26. 2.2 2098.3

1 0420 53 1050. 141.2 2107.9 * 1 1240 153 32. 2.7 2098.4 * 1 2100 253 26. 2.2 2098.3

1 0425 54 1062. 143.9 2108.0 * 1 1245 154 31. 2.7 2098.4 * 1 2105 254 26. 2.2 2098.3

1 0430 55 1069. 145.3 2108.1 * 1 1250 155 31. 2.6 2098.4 * 1 2110 255 26. 2.2 2098.3

1 0435 56 1072. 146.0 2108.1 * 1 1255 156 31. 2.6 2098.4 * 1 2115 256 26. 2.2 2098.3

1 0440 57 1073. 146.2 2108.2 * 1 1300 157 31. 2.6 2098.4 * 1 2120 257 26. 2.2 2098.3

1 0445 58 1074. 146.5 2108.2 * 1 1305 158 30. 2.6 2098.4 * 1 2125 258 26. 2.2 2098.3

1 0450 59 1078. 147.3 2108.2 * 1 1310 159 30. 2.6 2098.4 * 1 2130 259 26. 2.2 2098.3

1 0455 60 1085. 148.9 2108.3 * 1 1315 160 30. 2.6 2098.4 * 1 2135 260 26. 2.2 2098.3

1 0500 61 1096. 151.1 2108.4 * 1 1320 161 30. 2.5 2098.4 * 1 2140 261 26. 2.2 2098.3

1 0505 62 1107. 153.7 2108.5 * 1 1325 162 30. 2.5 2098.4 * 1 2145 262 26. 2.2 2098.3

1 0510 63 1118. 156.2 2108.6 * 1 1330 163 30. 2.5 2098.4 * 1 2150 263 26. 2.2 2098.3

1 0515 64 1127. 158.1 2108.7 * 1 1335 164 29. 2.5 2098.4 * 1 2155 264 26. 2.2 2098.3

1 0520 65 1131. 159.1 2108.8 * 1 1340 165 29. 2.5 2098.3 * 1 2200 265 26. 2.2 2098.3

1 0525 66 1131. 159.0 2108.8 * 1 1345 166 29. 2.5 2098.3 * 1 2205 266 26. 2.2 2098.3

1 0530 67 1126. 157.9 2108.7 * 1 1350 167 29. 2.5 2098.3 * 1 2210 267 26. 2.2 2098.3

1 0535 68 1117. 155.9 2108.6 * 1 1355 168 29. 2.5 2098.3 * 1 2215 268 26. 2.2 2098.3

1 0540 69 1105. 153.1 2108.5 * 1 1400 169 29. 2.5 2098.3 * 1 2220 269 26. 2.2 2098.3

1 0545 70 1089. 149.6 2108.3 * 1 1405 170 29. 2.4 2098.3 * 1 2225 270 26. 2.2 2098.3

1 0550 71 1070. 145.6 2108.1 * 1 1410 171 29. 2.4 2098.3 * 1 2230 271 26. 2.2 2098.3

1 0555 72 1050. 141.3 2107.9 * 1 1415 172 29. 2.4 2098.3 * 1 2235 272 26. 2.2 2098.3

1 0600 73 1029. 136.7 2107.7 * 1 1420 173 29. 2.4 2098.3 * 1 2240 273 26. 2.2 2098.3

1 0605 74 1007. 132.0 2107.5 * 1 1425 174 28. 2.4 2098.3 * 1 2245 274 26. 2.2 2098.3

1 0610 75 983. 127.1 2107.2 * 1 1430 175 28. 2.4 2098.3 * 1 2250 275 26. 2.2 2098.3

1 0615 76 957. 122.2 2107.0 * 1 1435 176 28. 2.4 2098.3 * 1 2255 276 26. 2.2 2098.3

1 0620 77 932. 117.3 2106.7 * 1 1440 177 28. 2.4 2098.3 * 1 2300 277 26. 2.2 2098.3

1 0625 78 907. 112.3 2106.5 * 1 1445 178 28. 2.4 2098.3 * 1 2305 278 26. 2.2 2098.3

1 0630 79 880. 107.4 2106.2 * 1 1450 179 28. 2.4 2098.3 * 1 2310 279 26. 2.2 2098.3

1 0635 80 854. 102.5 2106.0 * 1 1455 180 28. 2.4 2098.3 * 1 2315 280 26. 2.2 2098.3

1 0640 81 827. 97.6 2105.7 * 1 1500 181 28. 2.4 2098.3 * 1 2320 281 26. 2.2 2098.3

1 0645 82 801. 92.7 2105.5 * 1 1505 182 28. 2.4 2098.3 * 1 2325 282 26. 2.2 2098.3

1 0650 83 774. 88.0 2105.2 * 1 1510 183 28. 2.4 2098.3 * 1 2330 283 26. 2.2 2098.3

1 0655 84 748. 83.3 2105.0 * 1 1515 184 28. 2.4 2098.3 * 1 2335 284 26. 2.2 2098.3

1 0700 85 722. 78.7 2104.7 * 1 1520 185 28. 2.4 2098.3 * 1 2340 285 26. 2.2 2098.3

1 0705 86 696. 74.3 2104.5 * 1 1525 186 28. 2.4 2098.3 * 1 2345 286 26. 2.2 2098.3

1 0710 87 671. 70.0 2104.2 * 1 1530 187 28. 2.4 2098.3 * 1 2350 287 26. 2.2 2098.3

1 0715 88 646. 65.8 2104.0 * 1 1535 188 28. 2.4 2098.3 * 1 2355 288 26. 2.2 2098.3

1 0720 89 622. 61.7 2103.8 * 1 1540 189 28. 2.4 2098.3 * 2 0000 289 26. 2.2 2098.3

1 0725 90 599. 57.8 2103.6 * 1 1545 190 28. 2.4 2098.3 * 2 0005 290 26. 2.2 2098.3

1 0730 91 577. 54.0 2103.3 * 1 1550 191 28. 2.4 2098.3 * 2 0010 291 26. 2.2 2098.3

1 0735 92 556. 50.4 2103.1 * 1 1555 192 28. 2.3 2098.3 * 2 0015 292 26. 2.2 2098.3

1 0740 93 536. 46.8 2102.9 * 1 1600 193 28. 2.3 2098.3 * 2 0020 293 26. 2.2 2098.3

1 0745 94 516. 43.4 2102.7 * 1 1605 194 28. 2.3 2098.3 * 2 0025 294 26. 2.2 2098.3

1 0750 95 496. 40.2 2102.5 * 1 1610 195 28. 2.3 2098.3 * 2 0030 295 26. 2.2 2098.3

1 0755 96 471. 37.0 2102.3 * 1 1615 196 28. 2.3 2098.3 * 2 0035 296 26. 2.2 2098.3

1 0800 97 447. 34.1 2102.2 * 1 1620 197 28. 2.3 2098.3 * 2 0040 297 26. 2.2 2098.3

1 0805 98 424. 31.3 2102.0 * 1 1625 198 28. 2.3 2098.3 * 2 0045 298 26. 2.2 2098.3

1 0810 99 403. 28.7 2101.8 * 1 1630 199 27. 2.3 2098.3 * 2 0050 299 26. 2.2 2098.3

1 0815 100 363. 26.2 2101.6 * 1 1635 200 27. 2.3 2098.3 * 2 0055 300 26. 2.2 2098.3

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 1131. 5.33 745. 221. 213. 213.

(INCHES) .918 1.090 1.090 1.090

(AC-FT) 370. 439. 439. 439.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

159. 5.33 89. 25. 24. 24.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2108.76 5.33 2105.10 2100.23 2100.15 2100.15

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .73

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

* *

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 101 265. 20.7 2101.3 * 1 1640 201 27. 2.3 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 238. 19.2 2101.1 * 1 1645 202 27. 2.3 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 214. 17.8 2101.0 * 1 1650 203 27. 2.3 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 195. 16.6 2100.9 * 1 1655 204 27. 2.3 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 182. 15.5 2100.7 * 1 1700 205 27. 2.3 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 170. 14.5 2100.5 * 1 1705 206 27. 2.3 2098.3

1 0030 7 0. .0 2097.9 * 1 0850 107 159. 13.5 2100.3 * 1 1710 207 26. 2.3 2098.3

1 0035 8 1. .1 2097.9 * 1 0855 108 149. 12.7 2100.2 * 1 1715 208 26. 2.2 2098.3

1 0040 9 3. .2 2097.9 * 1 0900 109 140. 11.9 2100.0 * 1 1720 209 26. 2.2 2098.3

1 0045 10 6. .5 2098.0 * 1 0905 110 131. 11.1 2099.9 * 1 1725 210 26. 2.2 2098.3

1 0050 11 10. .9 2098.1 * 1 0910 111 123. 10.4 2099.8 * 1 1730 211 26. 2.2 2098.3

1 0055 12 16. 1.3 2098.1 * 1 0915 112 116. 9.8 2099.7 * 1 1735 212 26. 2.2 2098.3

1 0100 13 22. 1.9 2098.2 * 1 0920 113 109. 9.2 2099.6 * 1 1740 213 26. 2.2 2098.3

1 0105 14 29. 2.4 2098.3 * 1 0925 114 102. 8.7 2099.5 * 1 1745 214 26. 2.2 2098.3

1 0110 15 36. 3.0 2098.4 * 1 0930 115 97. 8.2 2099.4 * 1 1750 215 26. 2.2 2098.3

1 0115 16 43. 3.6 2098.6 * 1 0935 116 91. 7.8 2099.3 * 1 1755 216 26. 2.2 2098.3

1 0120 17 50. 4.2 2098.7 * 1 0940 117 86. 7.3 2099.2 * 1 1800 217 26. 2.2 2098.3

1 0125 18 56. 4.8 2098.8 * 1 0945 118 82. 6.9 2099.2 * 1 1805 218 26. 2.2 2098.3

1 0130 19 63. 5.4 2098.9 * 1 0950 119 78. 6.6 2099.1 * 1 1810 219 26. 2.2 2098.3

1 0135 20 70. 6.0 2099.0 * 1 0955 120 74. 6.3 2099.0 * 1 1815 220 26. 2.2 2098.3

1 0140 21 78. 6.6 2099.1 * 1 1000 121 70. 6.0 2099.0 * 1 1820 221 26. 2.2 2098.3

1 0145 22 86. 7.3 2099.2 * 1 1005 122 67. 5.7 2098.9 * 1 1825 222 26. 2.2 2098.3

1 0150 23 95. 8.1 2099.4 * 1 1010 123 64. 5.4 2098.9 * 1 1830 223 26. 2.2 2098.3

1 0155 24 106. 9.0 2099.5 * 1 1015 124 61. 5.2 2098.8 * 1 1835 224 26. 2.2 2098.3

1 0200 25 117. 10.0 2099.7 * 1 1020 125 58. 5.0 2098.8 * 1 1840 225 26. 2.2 2098.3

1 0205 26 130. 11.0 2099.9 * 1 1025 126 56. 4.8 2098.8 * 1 1845 226 26. 2.2 2098.3

1 0210 27 143. 12.2 2100.1 * 1 1030 127 54. 4.6 2098.7 * 1 1850 227 26. 2.2 2098.3

1 0215 28 158. 13.4 2100.3 * 1 1035 128 52. 4.4 2098.7 * 1 1855 228 26. 2.2 2098.3

1 0220 29 173. 14.7 2100.5 * 1 1040 129 50. 4.2 2098.7 * 1 1900 229 26. 2.2 2098.3

1 0225 30 187. 15.9 2100.8 * 1 1045 130 48. 4.1 2098.6 * 1 1905 230 26. 2.2 2098.3

1 0230 31 200. 17.0 2101.0 * 1 1050 131 46. 3.9 2098.6 * 1 1910 231 26. 2.2 2098.3

1 0235 32 217. 18.0 2101.1 * 1 1055 132 45. 3.8 2098.6 * 1 1915 232 26. 2.2 2098.3

1 0240 33 230. 18.8 2101.1 * 1 1100 133 44. 3.7 2098.6 * 1 1920 233 26. 2.2 2098.3

1 0245 34 241. 19.4 2101.2 * 1 1105 134 42. 3.6 2098.6 * 1 1925 234 26. 2.2 2098.3

1 0250 35 249. 19.8 2101.2 * 1 1110 135 41. 3.5 2098.5 * 1 1930 235 26. 2.2 2098.3

1 0255 36 257. 20.3 2101.2 * 1 1115 136 40. 3.4 2098.5 * 1 1935 236 26. 2.2 2098.3

1 0300 37 267. 20.8 2101.3 * 1 1120 137 39. 3.3 2098.5 * 1 1940 237 26. 2.2 2098.3

1 0305 38 280. 21.6 2101.3 * 1 1125 138 38. 3.3 2098.5 * 1 1945 238 26. 2.2 2098.3

1 0310 39 302. 22.8 2101.4 * 1 1130 139 37. 3.2 2098.5 * 1 1950 239 26. 2.2 2098.3

1 0315 40 335. 24.6 2101.5 * 1 1135 140 37. 3.1 2098.5 * 1 1955 240 26. 2.2 2098.3

1 0320 41 385. 27.4 2101.7 * 1 1140 141 36. 3.1 2098.5 * 1 2000 241 26. 2.2 2098.3

1 0325 42 427. 31.6 2102.0 * 1 1145 142 35. 3.0 2098.4 * 1 2005 242 26. 2.2 2098.3

1 0330 43 476. 37.7 2102.4 * 1 1150 143 35. 2.9 2098.4 * 1 2010 243 26. 2.2 2098.3

1 0335 44 531. 46.1 2102.9 * 1 1155 144 34. 2.9 2098.4 * 1 2015 244 26. 2.2 2098.3

1 0340 45 592. 56.7 2103.5 * 1 1200 145 34. 2.9 2098.4 * 1 2020 245 26. 2.2 2098.3

1 0345 46 663. 68.7 2104.2 * 1 1205 146 33. 2.8 2098.4 * 1 2025 246 26. 2.2 2098.3

1 0350 47 735. 81.1 2104.8 * 1 1210 147 33. 2.8 2098.4 * 1 2030 247 26. 2.2 2098.3

1 0355 48 803. 93.0 2105.5 * 1 1215 148 32. 2.7 2098.4 * 1 2035 248 26. 2.2 2098.3

1 0400 49 861. 103.7 2106.0 * 1 1220 149 32. 2.7 2098.4 * 1 2040 249 26. 2.2 2098.3

1 0405 50 909. 112.8 2106.5 * 1 1225 150 31. 2.7 2098.4 * 1 2045 250 26. 2.2 2098.3

1 0410 51 947. 120.1 2106.9 * 1 1230 151 31. 2.6 2098.4 * 1 2050 251 26. 2.2 2098.3

1 0415 52 975. 125.7 2107.2 * 1 1235 152 31. 2.6 2098.4 * 1 2055 252 26. 2.2 2098.3

1 0420 53 995. 129.6 2107.4 * 1 1240 153 31. 2.6 2098.4 * 1 2100 253 26. 2.2 2098.3

1 0425 54 1007. 132.1 2107.5 * 1 1245 154 30. 2.6 2098.4 * 1 2105 254 26. 2.2 2098.3

1 0430 55 1013. 133.4 2107.5 * 1 1250 155 30. 2.6 2098.4 * 1 2110 255 26. 2.2 2098.3

1 0435 56 1016. 133.9 2107.6 * 1 1255 156 30. 2.5 2098.4 * 1 2115 256 26. 2.2 2098.3

1 0440 57 1016. 134.1 2107.6 * 1 1300 157 30. 2.5 2098.4 * 1 2120 257 26. 2.2 2098.3

1 0445 58 1018. 134.3 2107.6 * 1 1305 158 29. 2.5 2098.4 * 1 2125 258 26. 2.2 2098.3

1 0450 59 1021. 134.9 2107.6 * 1 1310 159 29. 2.5 2098.3 * 1 2130 259 26. 2.2 2098.3

1 0455 60 1027. 136.3 2107.7 * 1 1315 160 29. 2.5 2098.3 * 1 2135 260 25. 2.2 2098.3

1 0500 61 1036. 138.3 2107.8 * 1 1320 161 29. 2.5 2098.3 * 1 2140 261 25. 2.2 2098.3

1 0505 62 1047. 140.6 2107.9 * 1 1325 162 29. 2.4 2098.3 * 1 2145 262 25. 2.2 2098.3

1 0510 63 1057. 142.9 2108.0 * 1 1330 163 29. 2.4 2098.3 * 1 2150 263 25. 2.2 2098.3

1 0515 64 1065. 144.6 2108.1 * 1 1335 164 29. 2.4 2098.3 * 1 2155 264 25. 2.2 2098.3

1 0520 65 1070. 145.5 2108.1 * 1 1340 165 28. 2.4 2098.3 * 1 2200 265 25. 2.2 2098.3

1 0525 66 1069. 145.4 2108.1 * 1 1345 166 28. 2.4 2098.3 * 1 2205 266 25. 2.2 2098.3

1 0530 67 1064. 144.4 2108.1 * 1 1350 167 28. 2.4 2098.3 * 1 2210 267 25. 2.2 2098.3

1 0535 68 1056. 142.5 2108.0 * 1 1355 168 28. 2.4 2098.3 * 1 2215 268 25. 2.2 2098.3

1 0540 69 1043. 139.8 2107.8 * 1 1400 169 28. 2.4 2098.3 * 1 2220 269 25. 2.2 2098.3

1 0545 70 1028. 136.5 2107.7 * 1 1405 170 28. 2.4 2098.3 * 1 2225 270 25. 2.1 2098.3

1 0550 71 1011. 132.8 2107.5 * 1 1410 171 28. 2.4 2098.3 * 1 2230 271 25. 2.1 2098.3

1 0555 72 991. 128.7 2107.3 * 1 1415 172 28. 2.4 2098.3 * 1 2235 272 25. 2.1 2098.3

1 0600 73 969. 124.5 2107.1 * 1 1420 173 28. 2.4 2098.3 * 1 2240 273 25. 2.1 2098.3

1 0605 74 946. 120.0 2106.9 * 1 1425 174 28. 2.3 2098.3 * 1 2245 274 25. 2.1 2098.3

1 0610 75 923. 115.5 2106.7 * 1 1430 175 28. 2.3 2098.3 * 1 2250 275 25. 2.1 2098.3

1 0615 76 899. 110.9 2106.4 * 1 1435 176 28. 2.3 2098.3 * 1 2255 276 25. 2.1 2098.3

1 0620 77 874. 106.3 2106.2 * 1 1440 177 27. 2.3 2098.3 * 1 2300 277 25. 2.1 2098.3

1 0625 78 850. 101.7 2105.9 * 1 1445 178 27. 2.3 2098.3 * 1 2305 278 25. 2.1 2098.3

1 0630 79 825. 97.1 2105.7 * 1 1450 179 27. 2.3 2098.3 * 1 2310 279 25. 2.1 2098.3

1 0635 80 800. 92.5 2105.5 * 1 1455 180 27. 2.3 2098.3 * 1 2315 280 25. 2.1 2098.3

1 0640 81 774. 87.9 2105.2 * 1 1500 181 27. 2.3 2098.3 * 1 2320 281 25. 2.1 2098.3

1 0645 82 748. 83.4 2105.0 * 1 1505 182 27. 2.3 2098.3 * 1 2325 282 25. 2.1 2098.3

1 0650 83 723. 79.0 2104.7 * 1 1510 183 27. 2.3 2098.3 * 1 2330 283 25. 2.1 2098.3

1 0655 84 698. 74.6 2104.5 * 1 1515 184 27. 2.3 2098.3 * 1 2335 284 25. 2.1 2098.3

1 0700 85 673. 70.4 2104.3 * 1 1520 185 27. 2.3 2098.3 * 1 2340 285 25. 2.1 2098.3

1 0705 86 649. 66.3 2104.0 * 1 1525 186 27. 2.3 2098.3 * 1 2345 286 25. 2.1 2098.3

1 0710 87 625. 62.3 2103.8 * 1 1530 187 27. 2.3 2098.3 * 1 2350 287 25. 2.1 2098.3

1 0715 88 602. 58.4 2103.6 * 1 1535 188 27. 2.3 2098.3 * 1 2355 288 25. 2.1 2098.3

1 0720 89 580. 54.6 2103.4 * 1 1540 189 27. 2.3 2098.3 * 2 0000 289 25. 2.1 2098.3

1 0725 90 559. 50.9 2103.2 * 1 1545 190 27. 2.3 2098.3 * 2 0005 290 25. 2.1 2098.3

1 0730 91 539. 47.4 2103.0 * 1 1550 191 27. 2.3 2098.3 * 2 0010 291 25. 2.1 2098.3

1 0735 92 519. 44.0 2102.8 * 1 1555 192 27. 2.3 2098.3 * 2 0015 292 25. 2.1 2098.3

1 0740 93 501. 40.7 2102.6 * 1 1600 193 27. 2.3 2098.3 * 2 0020 293 25. 2.1 2098.3

1 0745 94 475. 37.6 2102.4 * 1 1605 194 27. 2.3 2098.3 * 2 0025 294 25. 2.1 2098.3

1 0750 95 451. 34.6 2102.2 * 1 1610 195 27. 2.3 2098.3 * 2 0030 295 25. 2.1 2098.3

1 0755 96 428. 31.8 2102.0 * 1 1615 196 27. 2.3 2098.3 * 2 0035 296 25. 2.1 2098.3

1 0800 97 407. 29.1 2101.8 * 1 1620 197 27. 2.3 2098.3 * 2 0040 297 25. 2.1 2098.3

1 0805 98 370. 26.6 2101.7 * 1 1625 198 27. 2.3 2098.3 * 2 0045 298 25. 2.1 2098.3

1 0810 99 331. 24.4 2101.5 * 1 1630 199 27. 2.3 2098.3 * 2 0050 299 25. 2.1 2098.3

1 0815 100 296. 22.5 2101.4 * 1 1635 200 27. 2.3 2098.3 * 2 0055 300 25. 2.1 2098.3

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 1070. 5.33 696. 206. 198. 198.

(INCHES) .856 1.014 1.014 1.014

(AC-FT) 345. 408. 409. 409.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

145. 5.33 80. 23. 22. 22.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2108.12 5.33 2104.67 2100.09 2100.01 2100.01

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .69

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

* *

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 101 227. 18.6 2101.1 * 1 1640 201 26. 2.2 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 204. 17.3 2101.0 * 1 1645 202 26. 2.2 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 190. 16.1 2100.8 * 1 1650 203 26. 2.2 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 177. 15.1 2100.6 * 1 1655 204 26. 2.2 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 166. 14.1 2100.4 * 1 1700 205 26. 2.2 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 155. 13.2 2100.3 * 1 1705 206 26. 2.2 2098.3

1 0030 7 0. .0 2097.9 * 1 0850 107 145. 12.3 2100.1 * 1 1710 207 26. 2.2 2098.3

1 0035 8 1. .1 2097.9 * 1 0855 108 136. 11.5 2100.0 * 1 1715 208 26. 2.2 2098.3

1 0040 9 2. .2 2097.9 * 1 0900 109 127. 10.8 2099.9 * 1 1720 209 26. 2.2 2098.3

1 0045 10 5. .4 2098.0 * 1 0905 110 120. 10.2 2099.7 * 1 1725 210 26. 2.2 2098.3

1 0050 11 8. .7 2098.0 * 1 0910 111 112. 9.5 2099.6 * 1 1730 211 26. 2.2 2098.3

1 0055 12 13. 1.1 2098.1 * 1 0915 112 106. 9.0 2099.5 * 1 1735 212 26. 2.2 2098.3

1 0100 13 18. 1.5 2098.2 * 1 0920 113 100. 8.5 2099.4 * 1 1740 213 26. 2.2 2098.3

1 0105 14 24. 2.0 2098.3 * 1 0925 114 94. 8.0 2099.3 * 1 1745 214 26. 2.2 2098.3

1 0110 15 30. 2.5 2098.4 * 1 0930 115 89. 7.5 2099.3 * 1 1750 215 26. 2.2 2098.3

1 0115 16 36. 3.0 2098.4 * 1 0935 116 84. 7.1 2099.2 * 1 1755 216 26. 2.2 2098.3

1 0120 17 42. 3.5 2098.5 * 1 0940 117 80. 6.8 2099.1 * 1 1800 217 26. 2.2 2098.3

1 0125 18 48. 4.1 2098.6 * 1 0945 118 76. 6.4 2099.1 * 1 1805 218 26. 2.2 2098.3

1 0130 19 54. 4.6 2098.7 * 1 0950 119 72. 6.1 2099.0 * 1 1810 219 26. 2.2 2098.3

1 0135 20 60. 5.1 2098.8 * 1 0955 120 68. 5.8 2098.9 * 1 1815 220 26. 2.2 2098.3

1 0140 21 67. 5.7 2098.9 * 1 1000 121 65. 5.5 2098.9 * 1 1820 221 26. 2.2 2098.3

1 0145 22 75. 6.3 2099.0 * 1 1005 122 62. 5.3 2098.9 * 1 1825 222 26. 2.2 2098.3

1 0150 23 83. 7.1 2099.2 * 1 1010 123 59. 5.0 2098.8 * 1 1830 223 26. 2.2 2098.3

1 0155 24 92. 7.9 2099.3 * 1 1015 124 57. 4.8 2098.8 * 1 1835 224 26. 2.2 2098.3

1 0200 25 103. 8.7 2099.5 * 1 1020 125 55. 4.6 2098.7 * 1 1840 225 26. 2.2 2098.3

1 0205 26 114. 9.7 2099.7 * 1 1025 126 52. 4.5 2098.7 * 1 1845 226 26. 2.2 2098.3

1 0210 27 127. 10.8 2099.8 * 1 1030 127 50. 4.3 2098.7 * 1 1850 227 25. 2.2 2098.3

1 0215 28 140. 11.9 2100.1 * 1 1035 128 49. 4.1 2098.6 * 1 1855 228 25. 2.2 2098.3

1 0220 29 154. 13.1 2100.3 * 1 1040 129 47. 4.0 2098.6 * 1 1900 229 25. 2.2 2098.3

1 0225 30 167. 14.2 2100.5 * 1 1045 130 45. 3.9 2098.6 * 1 1905 230 25. 2.2 2098.3

1 0230 31 180. 15.3 2100.7 * 1 1050 131 44. 3.7 2098.6 * 1 1910 231 25. 2.2 2098.3

1 0235 32 191. 16.2 2100.8 * 1 1055 132 43. 3.6 2098.6 * 1 1915 232 25. 2.2 2098.3

1 0240 33 200. 17.0 2101.0 * 1 1100 133 41. 3.5 2098.5 * 1 1920 233 25. 2.2 2098.3

1 0245 34 211. 17.7 2101.0 * 1 1105 134 40. 3.4 2098.5 * 1 1925 234 25. 2.2 2098.3

1 0250 35 220. 18.2 2101.1 * 1 1110 135 39. 3.3 2098.5 * 1 1930 235 25. 2.2 2098.3

1 0255 36 229. 18.7 2101.1 * 1 1115 136 38. 3.3 2098.5 * 1 1935 236 25. 2.2 2098.3

1 0300 37 239. 19.2 2101.1 * 1 1120 137 37. 3.2 2098.5 * 1 1940 237 25. 2.1 2098.3

1 0305 38 252. 20.0 2101.2 * 1 1125 138 37. 3.1 2098.5 * 1 1945 238 25. 2.1 2098.3

1 0310 39 272. 21.1 2101.3 * 1 1130 139 36. 3.0 2098.4 * 1 1950 239 25. 2.1 2098.3

1 0315 40 304. 22.9 2101.4 * 1 1135 140 35. 3.0 2098.4 * 1 1955 240 25. 2.1 2098.3

1 0320 41 350. 25.5 2101.6 * 1 1140 141 34. 2.9 2098.4 * 1 2000 241 25. 2.1 2098.3

1 0325 42 408. 29.3 2101.9 * 1 1145 142 34. 2.9 2098.4 * 1 2005 242 25. 2.1 2098.3

1 0330 43 453. 34.9 2102.2 * 1 1150 143 33. 2.8 2098.4 * 1 2010 243 25. 2.1 2098.3

1 0335 44 511. 42.6 2102.7 * 1 1155 144 33. 2.8 2098.4 * 1 2015 244 25. 2.1 2098.3

1 0340 45 568. 52.4 2103.2 * 1 1200 145 32. 2.7 2098.4 * 1 2020 245 25. 2.1 2098.3

1 0345 46 633. 63.6 2103.9 * 1 1205 146 32. 2.7 2098.4 * 1 2025 246 25. 2.1 2098.3

1 0350 47 702. 75.2 2104.5 * 1 1210 147 32. 2.7 2098.4 * 1 2030 247 25. 2.1 2098.3

1 0355 48 765. 86.4 2105.1 * 1 1215 148 31. 2.6 2098.4 * 1 2035 248 25. 2.1 2098.3

1 0400 49 821. 96.4 2105.7 * 1 1220 149 31. 2.6 2098.4 * 1 2040 249 25. 2.1 2098.3

1 0405 50 868. 105.1 2106.1 * 1 1225 150 30. 2.6 2098.4 * 1 2045 250 25. 2.1 2098.3

1 0410 51 905. 112.0 2106.5 * 1 1230 151 30. 2.6 2098.4 * 1 2050 251 25. 2.1 2098.3

1 0415 52 932. 117.2 2106.7 * 1 1235 152 30. 2.5 2098.4 * 1 2055 252 25. 2.1 2098.3

1 0420 53 951. 120.9 2106.9 * 1 1240 153 30. 2.5 2098.4 * 1 2100 253 25. 2.1 2098.3

1 0425 54 963. 123.2 2107.0 * 1 1245 154 29. 2.5 2098.4 * 1 2105 254 25. 2.1 2098.3

1 0430 55 969. 124.5 2107.1 * 1 1250 155 29. 2.5 2098.3 * 1 2110 255 25. 2.1 2098.3

1 0435 56 971. 124.9 2107.1 * 1 1255 156 29. 2.5 2098.3 * 1 2115 256 25. 2.1 2098.3

1 0440 57 972. 125.0 2107.1 * 1 1300 157 29. 2.4 2098.3 * 1 2120 257 25. 2.1 2098.3

1 0445 58 973. 125.2 2107.1 * 1 1305 158 29. 2.4 2098.3 * 1 2125 258 25. 2.1 2098.3

1 0450 59 976. 125.8 2107.2 * 1 1310 159 28. 2.4 2098.3 * 1 2130 259 25. 2.1 2098.3

1 0455 60 982. 127.0 2107.2 * 1 1315 160 28. 2.4 2098.3 * 1 2135 260 25. 2.1 2098.3

1 0500 61 991. 128.8 2107.3 * 1 1320 161 28. 2.4 2098.3 * 1 2140 261 25. 2.1 2098.3

1 0505 62 1002. 130.9 2107.4 * 1 1325 162 28. 2.4 2098.3 * 1 2145 262 25. 2.1 2098.3

1 0510 63 1011. 133.0 2107.5 * 1 1330 163 28. 2.4 2098.3 * 1 2150 263 25. 2.1 2098.3

1 0515 64 1019. 134.6 2107.6 * 1 1335 164 28. 2.4 2098.3 * 1 2155 264 25. 2.1 2098.3

1 0520 65 1023. 135.4 2107.6 * 1 1340 165 28. 2.4 2098.3 * 1 2200 265 25. 2.1 2098.3

1 0525 66 1022. 135.3 2107.6 * 1 1345 166 28. 2.3 2098.3 * 1 2205 266 25. 2.1 2098.3

1 0530 67 1018. 134.3 2107.6 * 1 1350 167 27. 2.3 2098.3 * 1 2210 267 25. 2.1 2098.3

1 0535 68 1009. 132.5 2107.5 * 1 1355 168 27. 2.3 2098.3 * 1 2215 268 25. 2.1 2098.3

1 0540 69 997. 130.0 2107.4 * 1 1400 169 27. 2.3 2098.3 * 1 2220 269 25. 2.1 2098.3

1 0545 70 981. 126.9 2107.2 * 1 1405 170 27. 2.3 2098.3 * 1 2225 270 25. 2.1 2098.3

1 0550 71 963. 123.3 2107.0 * 1 1410 171 27. 2.3 2098.3 * 1 2230 271 25. 2.1 2098.3

1 0555 72 943. 119.5 2106.9 * 1 1415 172 27. 2.3 2098.3 * 1 2235 272 25. 2.1 2098.3

1 0600 73 923. 115.4 2106.6 * 1 1420 173 27. 2.3 2098.3 * 1 2240 273 25. 2.1 2098.3

1 0605 74 901. 111.2 2106.4 * 1 1425 174 27. 2.3 2098.3 * 1 2245 274 24. 2.1 2098.3

1 0610 75 878. 106.9 2106.2 * 1 1430 175 27. 2.3 2098.3 * 1 2250 275 24. 2.1 2098.3

1 0615 76 854. 102.6 2106.0 * 1 1435 176 27. 2.3 2098.3 * 1 2255 276 24. 2.1 2098.3

1 0620 77 831. 98.2 2105.8 * 1 1440 177 27. 2.3 2098.3 * 1 2300 277 24. 2.1 2098.3

1 0625 78 807. 93.8 2105.5 * 1 1445 178 27. 2.3 2098.3 * 1 2305 278 24. 2.1 2098.3

1 0630 79 783. 89.5 2105.3 * 1 1450 179 27. 2.3 2098.3 * 1 2310 279 24. 2.1 2098.3

1 0635 80 758. 85.1 2105.1 * 1 1455 180 27. 2.3 2098.3 * 1 2315 280 24. 2.1 2098.3

1 0640 81 734. 80.8 2104.8 * 1 1500 181 27. 2.3 2098.3 * 1 2320 281 24. 2.1 2098.3

1 0645 82 710. 76.6 2104.6 * 1 1505 182 27. 2.3 2098.3 * 1 2325 282 24. 2.1 2098.3

1 0650 83 685. 72.4 2104.4 * 1 1510 183 27. 2.3 2098.3 * 1 2330 283 24. 2.1 2098.3

1 0655 84 661. 68.3 2104.1 * 1 1515 184 26. 2.3 2098.3 * 1 2335 284 24. 2.1 2098.3

1 0700 85 637. 64.3 2103.9 * 1 1520 185 26. 2.2 2098.3 * 1 2340 285 24. 2.1 2098.3

1 0705 86 614. 60.4 2103.7 * 1 1525 186 26. 2.2 2098.3 * 1 2345 286 24. 2.1 2098.3

1 0710 87 592. 56.6 2103.5 * 1 1530 187 26. 2.2 2098.3 * 1 2350 287 24. 2.1 2098.3

1 0715 88 571. 53.0 2103.3 * 1 1535 188 26. 2.2 2098.3 * 1 2355 288 24. 2.1 2098.3

1 0720 89 550. 49.4 2103.1 * 1 1540 189 26. 2.2 2098.3 * 2 0000 289 24. 2.1 2098.3

1 0725 90 531. 45.9 2102.9 * 1 1545 190 26. 2.2 2098.3 * 2 0005 290 24. 2.1 2098.3

1 0730 91 511. 42.6 2102.7 * 1 1550 191 26. 2.2 2098.3 * 2 0010 291 24. 2.0 2098.3

1 0735 92 490. 39.4 2102.5 * 1 1555 192 26. 2.2 2098.3 * 2 0015 292 24. 2.0 2098.3

1 0740 93 465. 36.3 2102.3 * 1 1600 193 26. 2.2 2098.3 * 2 0020 293 24. 2.0 2098.3

1 0745 94 441. 33.4 2102.1 * 1 1605 194 26. 2.2 2098.3 * 2 0025 294 24. 2.0 2098.3

1 0750 95 419. 30.7 2101.9 * 1 1610 195 26. 2.2 2098.3 * 2 0030 295 24. 2.0 2098.3

1 0755 96 396. 28.1 2101.8 * 1 1615 196 26. 2.2 2098.3 * 2 0035 296 24. 2.0 2098.3

1 0800 97 353. 25.7 2101.6 * 1 1620 197 26. 2.2 2098.3 * 2 0040 297 24. 2.0 2098.3

1 0805 98 316. 23.6 2101.5 * 1 1625 198 26. 2.2 2098.3 * 2 0045 298 24. 2.0 2098.3

1 0810 99 283. 21.7 2101.3 * 1 1630 199 26. 2.2 2098.3 * 2 0050 299 24. 2.0 2098.3

1 0815 100 253. 20.1 2101.2 * 1 1635 200 26. 2.2 2098.3 * 2 0055 300 24. 2.0 2098.3

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 1023. 5.33 657. 194. 187. 187.

(INCHES) .809 .957 .958 .958

(AC-FT) 326. 385. 386. 386.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

135. 5.33 74. 21. 20. 20.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2107.63 5.33 2104.34 2099.97 2099.89 2099.89

 

CUMULATIVE AREA = 7.55 SQ MI

 

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

 

HYDROGRAPH AT STATION MEADOWDB

PLAN 1, RATIO = .64

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

* *

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 101 182. 15.4 2100.7 * 1 1640 201 25. 2.1 2098.3

1 0005 2 0. .0 2097.9 * 1 0825 102 170. 14.4 2100.5 * 1 1645 202 25. 2.1 2098.3

1 0010 3 0. .0 2097.9 * 1 0830 103 158. 13.5 2100.3 * 1 1650 203 25. 2.1 2098.3

1 0015 4 0. .0 2097.9 * 1 0835 104 148. 12.6 2100.2 * 1 1655 204 25. 2.1 2098.3

1 0020 5 0. .0 2097.9 * 1 0840 105 139. 11.8 2100.0 * 1 1700 205 25. 2.1 2098.3

1 0025 6 0. .0 2097.9 * 1 0845 106 130. 11.0 2099.9 * 1 1705 206 25. 2.1 2098.3

1 0030 7 0. .0 2097.9 * 1 0850 107 122. 10.4 2099.8 * 1 1710 207 25. 2.1 2098.3

1 0035 8 0. .0 2097.9 * 1 0855 108 114. 9.7 2099.7 * 1 1715 208 25. 2.1 2098.3

1 0040 9 1. .1 2097.9 * 1 0900 109 108. 9.1 2099.6 * 1 1720 209 25. 2.1 2098.3

1 0045 10 3. .2 2097.9 * 1 0905 110 101. 8.6 2099.5 * 1 1725 210 25. 2.1 2098.3

1 0050 11 5. .4 2098.0 * 1 0910 111 95. 8.1 2099.4 * 1 1730 211 25. 2.1 2098.3

1 0055 12 8. .6 2098.0 * 1 0915 112 90. 7.6 2099.3 * 1 1735 212 25. 2.1 2098.3

1 0100 13 11. .9 2098.1 * 1 0920 113 85. 7.2 2099.2 * 1 1740 213 25. 2.1 2098.3

1 0105 14 15. 1.3 2098.1 * 1 0925 114 80. 6.8 2099.1 * 1 1745 214 24. 2.1 2098.3

1 0110 15 19. 1.6 2098.2 * 1 0930 115 76. 6.5 2099.1 * 1 1750 215 24. 2.1 2098.3

1 0115 16 24. 2.0 2098.3 * 1 0935 116 72. 6.1 2099.0 * 1 1755 216 24. 2.1 2098.3

1 0120 17 28. 2.4 2098.3 * 1 0940 117 69. 5.8 2099.0 * 1 1800 217 24. 2.1 2098.3

1 0125 18 33. 2.8 2098.4 * 1 0945 118 65. 5.6 2098.9 * 1 1805 218 24. 2.1 2098.3

1 0130 19 38. 3.2 2098.5 * 1 0950 119 62. 5.3 2098.9 * 1 1810 219 24. 2.1 2098.3

1 0135 20 42. 3.6 2098.6 * 1 0955 120 60. 5.1 2098.8 * 1 1815 220 24. 2.1 2098.3

1 0140 21 48. 4.1 2098.6 * 1 1000 121 57. 4.8 2098.8 * 1 1820 221 24. 2.1 2098.3

1 0145 22 54. 4.6 2098.7 * 1 1005 122 55. 4.6 2098.7 * 1 1825 222 24. 2.1 2098.3

1 0150 23 61. 5.2 2098.8 * 1 1010 123 52. 4.4 2098.7 * 1 1830 223 24. 2.1 2098.3

1 0155 24 69. 5.8 2099.0 * 1 1015 124 50. 4.3 2098.7 * 1 1835 224 24. 2.1 2098.3

1 0200 25 77. 6.6 2099.1 * 1 1020 125 48. 4.1 2098.6 * 1 1840 225 24. 2.1 2098.3

1 0205 26 87. 7.4 2099.2 * 1 1025 126 47. 4.0 2098.6 * 1 1845 226 24. 2.1 2098.3

1 0210 27 97. 8.3 2099.4 * 1 1030 127 45. 3.8 2098.6 * 1 1850 227 24. 2.1 2098.3

1 0215 28 108. 9.2 2099.6 * 1 1035 128 44. 3.7 2098.6 * 1 1855 228 24. 2.1 2098.3

1 0220 29 120. 10.2 2099.7 * 1 1040 129 42. 3.6 2098.5 * 1 1900 229 24. 2.1 2098.3

1 0225 30 132. 11.2 2099.9 * 1 1045 130 41. 3.5 2098.5 * 1 1905 230 24. 2.1 2098.3

1 0230 31 143. 12.2 2100.1 * 1 1050 131 40. 3.4 2098.5 * 1 1910 231 24. 2.0 2098.3

1 0235 32 153. 13.0 2100.2 * 1 1055 132 39. 3.3 2098.5 * 1 1915 232 24. 2.0 2098.3

1 0240 33 162. 13.7 2100.4 * 1 1100 133 38. 3.2 2098.5 * 1 1920 233 24. 2.0 2098.3

1 0245 34 169. 14.4 2100.5 * 1 1105 134 37. 3.1 2098.5 * 1 1925 234 24. 2.0 2098.3

1 0250 35 176. 14.9 2100.6 * 1 1110 135 36. 3.0 2098.5 * 1 1930 235 24. 2.0 2098.3

1 0255 36 182. 15.4 2100.7 * 1 1115 136 35. 3.0 2098.4 * 1 1935 236 24. 2.0 2098.3

1 0300 37 188. 16.0 2100.8 * 1 1120 137 34. 2.9 2098.4 * 1 1940 237 24. 2.0 2098.3

1 0305 38 197. 16.8 2100.9 * 1 1125 138 34. 2.9 2098.4 * 1 1945 238 24. 2.0 2098.3

1 0310 39 214. 17.8 2101.0 * 1 1130 139 33. 2.8 2098.4 * 1 1950 239 24. 2.0 2098.3

1 0315 40 242. 19.4 2101.2 * 1 1135 140 33. 2.8 2098.4 * 1 1955 240 24. 2.0 2098.3

1 0320 41 283. 21.7 2101.3 * 1 1140 141 32. 2.7 2098.4 * 1 2000 241 24. 2.0 2098.3

1 0325 42 342. 25.1 2101.6 * 1 1145 142 31. 2.7 2098.4 * 1 2005 242 24. 2.0 2098.3

1 0330 43 412. 29.8 2101.9 * 1 1150 143 31. 2.6 2098.4 * 1 2010 243 24. 2.0 2098.3

1 0335 44 464. 36.2 2102.3 * 1 1155 144 31. 2.6 2098.4 * 1 2015 244 24. 2.0 2098.3

1 0340 45 523. 44.6 2102.8 * 1 1200 145 30. 2.6 2098.4 * 1 2020 245 24. 2.0 2098.3

1 0345 46 579. 54.3 2103.4 * 1 1205 146 30. 2.5 2098.4 * 1 2025 246 24. 2.0 2098.3

1 0350 47 638. 64.5 2103.9 * 1 1210 147 30. 2.5 2098.4 * 1 2030 247 24. 2.0 2098.3

1 0355 48 696. 74.3 2104.5 * 1 1215 148 29. 2.5 2098.3 * 1 2035 248 24. 2.0 2098.3

1 0400 49 748. 83.3 2105.0 * 1 1220 149 29. 2.5 2098.3 * 1 2040 249 24. 2.0 2098.3

1 0405 50 791. 91.0 2105.4 * 1 1225 150 29. 2.4 2098.3 * 1 2045 250 24. 2.0 2098.3

1 0410 51 825. 97.1 2105.7 * 1 1230 151 28. 2.4 2098.3 * 1 2050 251 24. 2.0 2098.3

1 0415 52 850. 101.8 2105.9 * 1 1235 152 28. 2.4 2098.3 * 1 2055 252 24. 2.0 2098.3

1 0420 53 868. 105.1 2106.1 * 1 1240 153 28. 2.4 2098.3 * 1 2100 253 24. 2.0 2098.3

1 0425 54 879. 107.2 2106.2 * 1 1245 154 28. 2.4 2098.3 * 1 2105 254 24. 2.0 2098.3

1 0430 55 885. 108.2 2106.3 * 1 1250 155 28. 2.3 2098.3 * 1 2110 255 24. 2.0 2098.3

1 0435 56 887. 108.6 2106.3 * 1 1255 156 27. 2.3 2098.3 * 1 2115 256 24. 2.0 2098.3

1 0440 57 887. 108.7 2106.3 * 1 1300 157 27. 2.3 2098.3 * 1 2120 257 24. 2.0 2098.3

1 0445 58 888. 108.7 2106.3 * 1 1305 158 27. 2.3 2098.3 * 1 2125 258 24. 2.0 2098.3

1 0450 59 890. 109.1 2106.3 * 1 1310 159 27. 2.3 2098.3 * 1 2130 259 24. 2.0 2098.3

1 0455 60 895. 110.1 2106.4 * 1 1315 160 27. 2.3 2098.3 * 1 2135 260 23. 2.0 2098.3

1 0500 61 903. 111.6 2106.5 * 1 1320 161 27. 2.3 2098.3 * 1 2140 261 23. 2.0 2098.3

1 0505 62 913. 113.5 2106.6 * 1 1325 162 27. 2.3 2098.3 * 1 2145 262 23. 2.0 2098.3

1 0510 63 922. 115.3 2106.6 * 1 1330 163 27. 2.3 2098.3 * 1 2150 263 23. 2.0 2098.3

1 0515 64 929. 116.7 2106.7 * 1 1335 164 26. 2.2 2098.3 * 1 2155 264 23. 2.0 2098.3

1 0520 65 933. 117.4 2106.7 * 1 1340 165 26. 2.2 2098.3 * 1 2200 265 23. 2.0 2098.3

1 0525 66 932. 117.3 2106.7 * 1 1345 166 26. 2.2 2098.3 * 1 2205 266 23. 2.0 2098.3

1 0530 67 928. 116.4 2106.7 * 1 1350 167 26. 2.2 2098.3 * 1 2210 267 23. 2.0 2098.3

1 0535 68 919. 114.8 2106.6 * 1 1355 168 26. 2.2 2098.3 * 1 2215 268 23. 2.0 2098.3

1 0540 69 908. 112.5 2106.5 * 1 1400 169 26. 2.2 2098.3 * 1 2220 269 23. 2.0 2098.3

1 0545 70 893. 109.8 2106.4 * 1 1405 170 26. 2.2 2098.3 * 1 2225 270 23. 2.0 2098.3

1 0550 71 876. 106.6 2106.2 * 1 1410 171 26. 2.2 2098.3 * 1 2230 271 23. 2.0 2098.3

1 0555 72 858. 103.1 2106.0 * 1 1415 172 26. 2.2 2098.3 * 1 2235 272 23. 2.0 2098.3

1 0600 73 838. 99.5 2105.8 * 1 1420 173 26. 2.2 2098.3 * 1 2240 273 23. 2.0 2098.3

1 0605 74 818. 95.7 2105.6 * 1 1425 174 26. 2.2 2098.3 * 1 2245 274 23. 2.0 2098.3

1 0610 75 797. 91.9 2105.4 * 1 1430 175 26. 2.2 2098.3 * 1 2250 275 23. 2.0 2098.3

1 0615 76 774. 88.0 2105.2 * 1 1435 176 26. 2.2 2098.3 * 1 2255 276 23. 2.0 2098.3

1 0620 77 752. 84.1 2105.0 * 1 1440 177 26. 2.2 2098.3 * 1 2300 277 23. 2.0 2098.3

1 0625 78 730. 80.2 2104.8 * 1 1445 178 26. 2.2 2098.3 * 1 2305 278 23. 2.0 2098.3

1 0630 79 708. 76.3 2104.6 * 1 1450 179 26. 2.2 2098.3 * 1 2310 279 23. 2.0 2098.3

1 0635 80 685. 72.4 2104.4 * 1 1455 180 25. 2.2 2098.3 * 1 2315 280 23. 2.0 2098.3

1 0640 81 662. 68.6 2104.2 * 1 1500 181 25. 2.2 2098.3 * 1 2320 281 23. 2.0 2098.3

1 0645 82 640. 64.8 2103.9 * 1 1505 182 25. 2.2 2098.3 * 1 2325 282 23. 2.0 2098.3

1 0650 83 618. 61.1 2103.7 * 1 1510 183 25. 2.2 2098.3 * 1 2330 283 23. 2.0 2098.3

1 0655 84 596. 57.4 2103.5 * 1 1515 184 25. 2.2 2098.3 * 1 2335 284 23. 2.0 2098.3

1 0700 85 576. 53.8 2103.3 * 1 1520 185 25. 2.1 2098.3 * 1 2340 285 23. 1.9 2098.3

1 0705 86 556. 50.3 2103.1 * 1 1525 186 25. 2.1 2098.3 * 1 2345 286 23. 1.9 2098.3

1 0710 87 536. 46.9 2102.9 * 1 1530 187 25. 2.1 2098.3 * 1 2350 287 23. 1.9 2098.3

1 0715 88 517. 43.6 2102.7 * 1 1535 188 25. 2.1 2098.3 * 1 2355 288 23. 1.9 2098.3

1 0720 89 498. 40.4 2102.5 * 1 1540 189 25. 2.1 2098.3 * 2 0000 289 23. 1.9 2098.3

1 0725 90 473. 37.3 2102.4 * 1 1545 190 25. 2.1 2098.3 * 2 0005 290 23. 1.9 2098.3

1 0730 91 450. 34.4 2102.2 * 1 1550 191 25. 2.1 2098.3 * 2 0010 291 23. 1.9 2098.2

1 0735 92 427. 31.6 2102.0 * 1 1555 192 25. 2.1 2098.3 * 2 0015 292 23. 1.9 2098.2

1 0740 93 405. 29.0 2101.8 * 1 1600 193 25. 2.1 2098.3 * 2 0020 293 23. 1.9 2098.2

1 0745 94 368. 26.5 2101.7 * 1 1605 194 25. 2.1 2098.3 * 2 0025 294 23. 1.9 2098.2

1 0750 95 329. 24.3 2101.5 * 1 1610 195 25. 2.1 2098.3 * 2 0030 295 23. 1.9 2098.2

1 0755 96 295. 22.4 2101.4 * 1 1615 196 25. 2.1 2098.3 * 2 0035 296 23. 1.9 2098.2

1 0800 97 264. 20.6 2101.2 * 1 1620 197 25. 2.1 2098.3 * 2 0040 297 23. 1.9 2098.2

1 0805 98 237. 19.1 2101.1 * 1 1625 198 25. 2.1 2098.3 * 2 0045 298 23. 1.9 2098.2

1 0810 99 212. 17.8 2101.0 * 1 1630 199 25. 2.1 2098.3 * 2 0050 299 23. 1.9 2098.2

1 0815 100 195. 16.5 2100.9 * 1 1635 200 25. 2.1 2098.3 * 2 0055 300 23. 1.9 2098.2

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 933. 5.33 587. 173. 167. 167.

(INCHES) .723 .854 .854 .854

(AC-FT) 291. 344. 344. 344.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

117. 5.33 64. 18. 18. 18.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2106.75 5.33 2103.72 2099.76 2099.69 2099.69

 

CUMULATIVE AREA = 7.55 SQ MI

 

 

 

 

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

 

 

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

* *

1718 KK * RAINBWDB *

* *

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

 

1733 KO OUTPUT CONTROL VARIABLES

IPRNT 1 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1734 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

 

1735 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

 

1737 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

 

1739 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 = .83

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

* *

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 66. 24.5 2370.9 * 1 1640 201 4. .4 2354.4

1 0005 2 0. .0 2353.9 * 1 0825 102 65. 24.1 2370.7 * 1 1645 202 3. .4 2354.3

1 0010 3 0. .0 2353.9 * 1 0830 103 65. 23.6 2370.4 * 1 1650 203 3. .3 2354.3

1 0015 4 0. .0 2353.9 * 1 0835 104 64. 23.2 2370.2 * 1 1655 204 3. .3 2354.3

1 0020 5 0. .0 2353.9 * 1 0840 105 64. 22.8 2370.0 * 1 1700 205 3. .3 2354.3

1 0025 6 0. .0 2353.9 * 1 0845 106 63. 22.3 2369.7 * 1 1705 206 3. .3 2354.2

1 0030 7 1. .1 2354.0 * 1 0850 107 63. 21.9 2369.5 * 1 1710 207 2. .3 2354.2

1 0035 8 1. .2 2354.1 * 1 0855 108 62. 21.5 2369.2 * 1 1715 208 2. .2 2354.2

1 0040 9 3. .3 2354.3 * 1 0900 109 62. 21.0 2369.0 * 1 1720 209 2. .2 2354.2

1 0045 10 4. .5 2354.4 * 1 0905 110 61. 20.6 2368.7 * 1 1725 210 2. .2 2354.2

1 0050 11 6. .6 2354.6 * 1 0910 111 60. 20.2 2368.5 * 1 1730 211 2. .2 2354.1

1 0055 12 7. .8 2354.8 * 1 0915 112 60. 19.8 2368.3 * 1 1735 212 2. .2 2354.1

1 0100 13 8. .9 2355.0 * 1 0920 113 59. 19.4 2368.0 * 1 1740 213 2. .2 2354.1

1 0105 14 9. 1.0 2355.1 * 1 0925 114 59. 19.0 2367.8 * 1 1745 214 2. .2 2354.1

1 0110 15 10. 1.1 2355.3 * 1 0930 115 58. 18.6 2367.6 * 1 1750 215 1. .2 2354.1

1 0115 16 11. 1.2 2355.4 * 1 0935 116 58. 18.2 2367.3 * 1 1755 216 1. .2 2354.1

1 0120 17 12. 1.3 2355.5 * 1 0940 117 57. 17.8 2367.1 * 1 1800 217 1. .1 2354.1

1 0125 18 13. 1.4 2355.6 * 1 0945 118 57. 17.4 2366.9 * 1 1805 218 1. .1 2354.1

1 0130 19 14. 1.5 2355.7 * 1 0950 119 56. 17.0 2366.6 * 1 1810 219 1. .1 2354.0

1 0135 20 15. 1.6 2355.8 * 1 0955 120 55. 16.6 2366.4 * 1 1815 220 1. .1 2354.0

1 0140 21 16. 1.8 2356.0 * 1 1000 121 55. 16.2 2366.2 * 1 1820 221 1. .1 2354.0

1 0145 22 18. 1.9 2356.2 * 1 1005 122 54. 15.8 2365.9 * 1 1825 222 1. .1 2354.0

1 0150 23 20. 2.1 2356.5 * 1 1010 123 54. 15.5 2365.7 * 1 1830 223 1. .1 2354.0

1 0155 24 22. 2.4 2356.7 * 1 1015 124 53. 15.1 2365.5 * 1 1835 224 1. .1 2354.0

1 0200 25 23. 2.6 2357.0 * 1 1020 125 53. 14.7 2365.3 * 1 1840 225 1. .1 2354.0

1 0205 26 24. 2.8 2357.1 * 1 1025 126 52. 14.4 2365.0 * 1 1845 226 1. .1 2354.0

1 0210 27 25. 3.0 2357.3 * 1 1030 127 52. 14.0 2364.8 * 1 1850 227 1. .1 2354.0

1 0215 28 26. 3.3 2357.5 * 1 1035 128 51. 13.7 2364.6 * 1 1855 228 1. .1 2354.0

1 0220 29 27. 3.5 2357.7 * 1 1040 129 50. 13.3 2364.4 * 1 1900 229 1. .1 2354.0

1 0225 30 28. 3.7 2357.8 * 1 1045 130 50. 13.0 2364.1 * 1 1905 230 1. .1 2354.0

1 0230 31 28. 3.9 2358.0 * 1 1050 131 49. 12.6 2363.9 * 1 1910 231 1. .1 2354.0

1 0235 32 29. 4.0 2358.1 * 1 1055 132 49. 12.3 2363.7 * 1 1915 232 1. .1 2354.0

1 0240 33 29. 4.1 2358.1 * 1 1100 133 48. 12.0 2363.5 * 1 1920 233 0. .1 2354.0

1 0245 34 29. 4.2 2358.2 * 1 1105 134 47. 11.6 2363.3 * 1 1925 234 0. .0 2354.0

1 0250 35 30. 4.3 2358.3 * 1 1110 135 47. 11.3 2363.1 * 1 1930 235 0. .0 2354.0

1 0255 36 30. 4.5 2358.4 * 1 1115 136 46. 11.0 2362.9 * 1 1935 236 0. .0 2354.0

1 0300 37 31. 4.7 2358.5 * 1 1120 137 46. 10.7 2362.7 * 1 1940 237 0. .0 2353.9

1 0305 38 32. 5.1 2358.8 * 1 1125 138 45. 10.4 2362.5 * 1 1945 238 0. .0 2353.9

1 0310 39 34. 5.6 2359.2 * 1 1130 139 44. 10.0 2362.3 * 1 1950 239 0. .0 2353.9

1 0315 40 36. 6.3 2359.7 * 1 1135 140 44. 9.7 2362.1 * 1 1955 240 0. .0 2353.9

1 0320 41 38. 7.3 2360.4 * 1 1140 141 43. 9.4 2361.9 * 1 2000 241 0. .0 2353.9

1 0325 42 41. 8.6 2361.3 * 1 1145 142 42. 9.2 2361.7 * 1 2005 242 0. .0 2353.9

1 0330 43 45. 10.3 2362.4 * 1 1150 143 42. 8.9 2361.5 * 1 2010 243 0. .0 2353.9

1 0335 44 49. 12.5 2363.8 * 1 1155 144 41. 8.6 2361.3 * 1 2015 244 0. .0 2353.9

1 0340 45 53. 15.2 2365.6 * 1 1200 145 41. 8.3 2361.1 * 1 2020 245 0. .0 2353.9

1 0345 46 58. 18.3 2367.4 * 1 1205 146 40. 8.0 2360.9 * 1 2025 246 0. .0 2353.9

1 0350 47 62. 21.3 2369.1 * 1 1210 147 39. 7.7 2360.7 * 1 2030 247 0. .0 2353.9

1 0355 48 65. 23.8 2370.5 * 1 1215 148 39. 7.5 2360.5 * 1 2035 248 0. .0 2353.9

1 0400 49 67. 25.9 2371.6 * 1 1220 149 38. 7.2 2360.3 * 1 2040 249 0. .0 2353.9

1 0405 50 69. 27.6 2372.4 * 1 1225 150 37. 6.9 2360.1 * 1 2045 250 0. .0 2353.9

1 0410 51 70. 28.8 2373.0 * 1 1230 151 37. 6.7 2360.0 * 1 2050 251 0. .0 2353.9

1 0415 52 70. 29.8 2373.4 * 1 1235 152 36. 6.4 2359.8 * 1 2055 252 0. .0 2353.9

1 0420 53 71. 30.5 2373.6 * 1 1240 153 35. 6.2 2359.6 * 1 2100 253 0. .0 2353.9

1 0425 54 71. 31.0 2373.8 * 1 1245 154 35. 6.0 2359.5 * 1 2105 254 0. .0 2353.9

1 0430 55 71. 31.4 2373.9 * 1 1250 155 34. 5.7 2359.3 * 1 2110 255 0. .0 2353.9

1 0435 56 72. 31.8 2374.1 * 1 1255 156 34. 5.5 2359.1 * 1 2115 256 0. .0 2353.9

1 0440 57 72. 32.3 2374.2 * 1 1300 157 33. 5.3 2359.0 * 1 2120 257 0. .0 2353.9

1 0445 58 72. 32.9 2374.4 * 1 1305 158 32. 5.0 2358.8 * 1 2125 258 0. .0 2353.9

1 0450 59 73. 33.7 2374.7 * 1 1310 159 31. 4.8 2358.6 * 1 2130 259 0. .0 2353.9

1 0455 60 74. 34.6 2375.1 * 1 1315 160 31. 4.6 2358.5 * 1 2135 260 0. .0 2353.9

1 0500 61 74. 35.7 2375.4 * 1 1320 161 30. 4.4 2358.3 * 1 2140 261 0. .0 2353.9

1 0505 62 75. 36.7 2375.7 * 1 1325 162 29. 4.2 2358.2 * 1 2145 262 0. .0 2353.9

1 0510 63 75. 37.5 2376.0 * 1 1330 163 29. 4.0 2358.0 * 1 2150 263 0. .0 2353.9

1 0515 64 76. 38.1 2376.2 * 1 1335 164 28. 3.8 2357.9 * 1 2155 264 0. .0 2353.9

1 0520 65 76. 38.5 2376.3 * 1 1340 165 27. 3.6 2357.7 * 1 2200 265 0. .0 2353.9

1 0525 66 76. 38.7 2376.4 * 1 1345 166 27. 3.4 2357.6 * 1 2205 266 0. .0 2353.9

1 0530 67 76. 38.7 2376.4 * 1 1350 167 26. 3.2 2357.5 * 1 2210 267 0. .0 2353.9

1 0535 68 76. 38.7 2376.4 * 1 1355 168 25. 3.1 2357.3 * 1 2215 268 0. .0 2353.9

1 0540 69 76. 38.5 2376.3 * 1 1400 169 25. 2.9 2357.2 * 1 2220 269 0. .0 2353.9

1 0545 70 76. 38.3 2376.2 * 1 1405 170 24. 2.7 2357.1 * 1 2225 270 0. .0 2353.9

1 0550 71 76. 38.0 2376.2 * 1 1410 171 23. 2.6 2356.9 * 1 2230 271 0. .0 2353.9

1 0555 72 75. 37.7 2376.1 * 1 1415 172 22. 2.4 2356.8 * 1 2235 272 0. .0 2353.9

1 0600 73 75. 37.4 2376.0 * 1 1420 173 21. 2.3 2356.6 * 1 2240 273 0. .0 2353.9

1 0605 74 75. 37.1 2375.9 * 1 1425 174 19. 2.1 2356.4 * 1 2245 274 0. .0 2353.9

1 0610 75 75. 36.7 2375.7 * 1 1430 175 18. 2.0 2356.3 * 1 2250 275 0. .0 2353.9

1 0615 76 75. 36.3 2375.6 * 1 1435 176 17. 1.9 2356.1 * 1 2255 276 0. .0 2353.9

1 0620 77 74. 35.9 2375.5 * 1 1440 177 16. 1.7 2356.0 * 1 2300 277 0. .0 2353.9

1 0625 78 74. 35.5 2375.3 * 1 1445 178 15. 1.6 2355.9 * 1 2305 278 0. .0 2353.9

1 0630 79 74. 35.0 2375.2 * 1 1450 179 14. 1.5 2355.7 * 1 2310 279 0. .0 2353.9

1 0635 80 74. 34.6 2375.0 * 1 1455 180 13. 1.4 2355.6 * 1 2315 280 0. .0 2353.9

1 0640 81 73. 34.1 2374.9 * 1 1500 181 12. 1.4 2355.5 * 1 2320 281 0. .0 2353.9

1 0645 82 73. 33.6 2374.7 * 1 1505 182 12. 1.3 2355.4 * 1 2325 282 0. .0 2353.9

1 0650 83 73. 33.1 2374.5 * 1 1510 183 11. 1.2 2355.3 * 1 2330 283 0. .0 2353.9

1 0655 84 72. 32.6 2374.3 * 1 1515 184 10. 1.1 2355.2 * 1 2335 284 0. .0 2353.9

1 0700 85 72. 32.1 2374.2 * 1 1520 185 10. 1.1 2355.2 * 1 2340 285 0. .0 2353.9

1 0705 86 72. 31.6 2374.0 * 1 1525 186 9. 1.0 2355.1 * 1 2345 286 0. .0 2353.9

1 0710 87 71. 31.1 2373.8 * 1 1530 187 9. .9 2355.0 * 1 2350 287 0. .0 2353.9

1 0715 88 71. 30.7 2373.7 * 1 1535 188 8. .9 2354.9 * 1 2355 288 0. .0 2353.9

1 0720 89 71. 30.2 2373.5 * 1 1540 189 8. .8 2354.9 * 2 0000 289 0. .0 2353.9

1 0725 90 70. 29.7 2373.3 * 1 1545 190 7. .8 2354.8 * 2 0005 290 0. .0 2353.9

1 0730 91 70. 29.2 2373.1 * 1 1550 191 7. .7 2354.8 * 2 0010 291 0. .0 2353.9

1 0735 92 70. 28.7 2373.0 * 1 1555 192 6. .7 2354.7 * 2 0015 292 0. .0 2353.9

1 0740 93 69. 28.2 2372.7 * 1 1600 193 6. .6 2354.7 * 2 0020 293 0. .0 2353.9

1 0745 94 69. 27.8 2372.5 * 1 1605 194 5. .6 2354.6 * 2 0025 294 0. .0 2353.9

1 0750 95 68. 27.3 2372.3 * 1 1610 195 5. .6 2354.6 * 2 0030 295 0. .0 2353.9

1 0755 96 68. 26.8 2372.1 * 1 1615 196 5. .5 2354.5 * 2 0035 296 0. .0 2353.9

1 0800 97 67. 26.4 2371.8 * 1 1620 197 5. .5 2354.5 * 2 0040 297 0. .0 2353.9

1 0805 98 67. 25.9 2371.6 * 1 1625 198 4. .5 2354.5 * 2 0045 298 0. .0 2353.9

1 0810 99 67. 25.4 2371.4 * 1 1630 199 4. .4 2354.4 * 2 0050 299 0. .0 2353.9

1 0815 100 66. 25.0 2371.2 * 1 1635 200 4. .4 2354.4 * 2 0055 300 0. .0 2353.9

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 76. 5.50 69. 29. 28. 28.

(INCHES) .913 1.542 1.542 1.542

(AC-FT) 34. 58. 58. 58.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

39. 5.50 30. 10. 9. 9.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2376.39 5.50 2372.84 2360.68 2360.43 2360.43

 

CUMULATIVE AREA = .70 SQ MI

 

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

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .80

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

* *

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 63. 22.4 2369.7 * 1 1640 201 3. .3 2354.2

1 0005 2 0. .0 2353.9 * 1 0825 102 63. 21.9 2369.5 * 1 1645 202 2. .3 2354.2

1 0010 3 0. .0 2353.9 * 1 0830 103 62. 21.5 2369.3 * 1 1650 203 2. .3 2354.2

1 0015 4 0. .0 2353.9 * 1 0835 104 62. 21.1 2369.0 * 1 1655 204 2. .2 2354.2

1 0020 5 0. .0 2353.9 * 1 0840 105 61. 20.7 2368.8 * 1 1700 205 2. .2 2354.2

1 0025 6 0. .0 2353.9 * 1 0845 106 60. 20.2 2368.5 * 1 1705 206 2. .2 2354.1

1 0030 7 1. .1 2354.0 * 1 0850 107 60. 19.8 2368.3 * 1 1710 207 2. .2 2354.1

1 0035 8 1. .1 2354.1 * 1 0855 108 59. 19.4 2368.1 * 1 1715 208 2. .2 2354.1

1 0040 9 2. .3 2354.2 * 1 0900 109 59. 19.0 2367.8 * 1 1720 209 2. .2 2354.1

1 0045 10 4. .4 2354.4 * 1 0905 110 58. 18.6 2367.6 * 1 1725 210 1. .2 2354.1

1 0050 11 5. .5 2354.5 * 1 0910 111 58. 18.2 2367.3 * 1 1730 211 1. .2 2354.1

1 0055 12 6. .7 2354.7 * 1 0915 112 57. 17.8 2367.1 * 1 1735 212 1. .1 2354.1

1 0100 13 7. .8 2354.9 * 1 0920 113 57. 17.4 2366.9 * 1 1740 213 1. .1 2354.1

1 0105 14 8. .9 2355.0 * 1 0925 114 56. 17.0 2366.6 * 1 1745 214 1. .1 2354.0

1 0110 15 9. 1.0 2355.1 * 1 0930 115 56. 16.6 2366.4 * 1 1750 215 1. .1 2354.0

1 0115 16 10. 1.1 2355.2 * 1 0935 116 55. 16.3 2366.2 * 1 1755 216 1. .1 2354.0

1 0120 17 11. 1.2 2355.3 * 1 0940 117 54. 15.9 2366.0 * 1 1800 217 1. .1 2354.0

1 0125 18 12. 1.3 2355.4 * 1 0945 118 54. 15.5 2365.7 * 1 1805 218 1. .1 2354.0

1 0130 19 12. 1.4 2355.5 * 1 0950 119 53. 15.1 2365.5 * 1 1810 219 1. .1 2354.0

1 0135 20 13. 1.5 2355.7 * 1 0955 120 53. 14.8 2365.3 * 1 1815 220 1. .1 2354.0

1 0140 21 15. 1.6 2355.8 * 1 1000 121 52. 14.4 2365.1 * 1 1820 221 1. .1 2354.0

1 0145 22 16. 1.8 2356.0 * 1 1005 122 52. 14.1 2364.8 * 1 1825 222 1. .1 2354.0

1 0150 23 18. 2.0 2356.2 * 1 1010 123 51. 13.7 2364.6 * 1 1830 223 1. .1 2354.0

1 0155 24 20. 2.2 2356.5 * 1 1015 124 50. 13.3 2364.4 * 1 1835 224 1. .1 2354.0

1 0200 25 22. 2.4 2356.7 * 1 1020 125 50. 13.0 2364.2 * 1 1840 225 1. .1 2354.0

1 0205 26 24. 2.6 2357.0 * 1 1025 126 49. 12.7 2364.0 * 1 1845 226 1. .1 2354.0

1 0210 27 24. 2.8 2357.2 * 1 1030 127 49. 12.3 2363.7 * 1 1850 227 1. .1 2354.0

1 0215 28 25. 3.0 2357.3 * 1 1035 128 48. 12.0 2363.5 * 1 1855 228 0. .1 2354.0

1 0220 29 26. 3.3 2357.5 * 1 1040 129 47. 11.7 2363.3 * 1 1900 229 0. .0 2354.0

1 0225 30 27. 3.5 2357.6 * 1 1045 130 47. 11.3 2363.1 * 1 1905 230 0. .0 2354.0

1 0230 31 27. 3.6 2357.7 * 1 1050 131 46. 11.0 2362.9 * 1 1910 231 0. .0 2354.0

1 0235 32 28. 3.7 2357.8 * 1 1055 132 46. 10.7 2362.7 * 1 1915 232 0. .0 2353.9

1 0240 33 28. 3.8 2357.9 * 1 1100 133 45. 10.4 2362.5 * 1 1920 233 0. .0 2353.9

1 0245 34 28. 3.9 2357.9 * 1 1105 134 44. 10.1 2362.3 * 1 1925 234 0. .0 2353.9

1 0250 35 28. 4.0 2358.0 * 1 1110 135 44. 9.8 2362.1 * 1 1930 235 0. .0 2353.9

1 0255 36 29. 4.1 2358.1 * 1 1115 136 43. 9.5 2361.9 * 1 1935 236 0. .0 2353.9

1 0300 37 30. 4.3 2358.3 * 1 1120 137 43. 9.2 2361.7 * 1 1940 237 0. .0 2353.9

1 0305 38 31. 4.7 2358.5 * 1 1125 138 42. 8.9 2361.5 * 1 1945 238 0. .0 2353.9

1 0310 39 33. 5.2 2358.9 * 1 1130 139 41. 8.6 2361.3 * 1 1950 239 0. .0 2353.9

1 0315 40 35. 5.9 2359.4 * 1 1135 140 41. 8.3 2361.1 * 1 1955 240 0. .0 2353.9

1 0320 41 37. 6.8 2360.0 * 1 1140 141 40. 8.0 2360.9 * 1 2000 241 0. .0 2353.9

1 0325 42 40. 8.0 2360.9 * 1 1145 142 39. 7.8 2360.7 * 1 2005 242 0. .0 2353.9

1 0330 43 43. 9.6 2362.0 * 1 1150 143 39. 7.5 2360.5 * 1 2010 243 0. .0 2353.9

1 0335 44 47. 11.7 2363.3 * 1 1155 144 38. 7.2 2360.3 * 1 2015 244 0. .0 2353.9

1 0340 45 52. 14.2 2364.9 * 1 1200 145 37. 7.0 2360.2 * 1 2020 245 0. .0 2353.9

1 0345 46 56. 17.1 2366.7 * 1 1205 146 37. 6.7 2360.0 * 1 2025 246 0. .0 2353.9

1 0350 47 60. 19.8 2368.3 * 1 1210 147 36. 6.5 2359.8 * 1 2030 247 0. .0 2353.9

1 0355 48 63. 22.2 2369.7 * 1 1215 148 36. 6.2 2359.6 * 1 2035 248 0. .0 2353.9

1 0400 49 65. 24.2 2370.8 * 1 1220 149 35. 6.0 2359.5 * 1 2040 249 0. .0 2353.9

1 0405 50 67. 25.7 2371.5 * 1 1225 150 34. 5.7 2359.3 * 1 2045 250 0. .0 2353.9

1 0410 51 68. 26.9 2372.1 * 1 1230 151 34. 5.5 2359.1 * 1 2050 251 0. .0 2353.9

1 0415 52 69. 27.8 2372.5 * 1 1235 152 33. 5.3 2359.0 * 1 2055 252 0. .0 2353.9

1 0420 53 69. 28.5 2372.9 * 1 1240 153 32. 5.1 2358.8 * 1 2100 253 0. .0 2353.9

1 0425 54 70. 29.0 2373.1 * 1 1245 154 32. 4.8 2358.6 * 1 2105 254 0. .0 2353.9

1 0430 55 70. 29.4 2373.2 * 1 1250 155 31. 4.6 2358.5 * 1 2110 255 0. .0 2353.9

1 0435 56 70. 29.7 2373.3 * 1 1255 156 30. 4.4 2358.3 * 1 2115 256 0. .0 2353.9

1 0440 57 71. 30.2 2373.5 * 1 1300 157 29. 4.2 2358.2 * 1 2120 257 0. .0 2353.9

1 0445 58 71. 30.7 2373.7 * 1 1305 158 29. 4.0 2358.0 * 1 2125 258 0. .0 2353.9

1 0450 59 71. 31.5 2373.9 * 1 1310 159 28. 3.8 2357.9 * 1 2130 259 0. .0 2353.9

1 0455 60 72. 32.4 2374.3 * 1 1315 160 27. 3.6 2357.8 * 1 2135 260 0. .0 2353.9

1 0500 61 73. 33.4 2374.6 * 1 1320 161 27. 3.4 2357.6 * 1 2140 261 0. .0 2353.9

1 0505 62 73. 34.3 2375.0 * 1 1325 162 26. 3.3 2357.5 * 1 2145 262 0. .0 2353.9

1 0510 63 74. 35.1 2375.2 * 1 1330 163 25. 3.1 2357.4 * 1 2150 263 0. .0 2353.9

1 0515 64 74. 35.7 2375.4 * 1 1335 164 25. 2.9 2357.2 * 1 2155 264 0. .0 2353.9

1 0520 65 74. 36.1 2375.5 * 1 1340 165 24. 2.7 2357.1 * 1 2200 265 0. .0 2353.9

1 0525 66 74. 36.2 2375.6 * 1 1345 166 23. 2.6 2357.0 * 1 2205 266 0. .0 2353.9

1 0530 67 75. 36.2 2375.6 * 1 1350 167 22. 2.4 2356.8 * 1 2210 267 0. .0 2353.9

1 0535 68 74. 36.2 2375.6 * 1 1355 168 21. 2.3 2356.6 * 1 2215 268 0. .0 2353.9

1 0540 69 74. 36.0 2375.5 * 1 1400 169 19. 2.1 2356.4 * 1 2220 269 0. .0 2353.9

1 0545 70 74. 35.8 2375.4 * 1 1405 170 18. 2.0 2356.3 * 1 2225 270 0. .0 2353.9

1 0550 71 74. 35.5 2375.3 * 1 1410 171 17. 1.9 2356.1 * 1 2230 271 0. .0 2353.9

1 0555 72 74. 35.2 2375.3 * 1 1415 172 16. 1.8 2356.0 * 1 2235 272 0. .0 2353.9

1 0600 73 74. 34.9 2375.2 * 1 1420 173 15. 1.7 2355.9 * 1 2240 273 0. .0 2353.9

1 0605 74 74. 34.6 2375.0 * 1 1425 174 14. 1.6 2355.8 * 1 2245 274 0. .0 2353.9

1 0610 75 73. 34.2 2374.9 * 1 1430 175 13. 1.5 2355.6 * 1 2250 275 0. .0 2353.9

1 0615 76 73. 33.8 2374.8 * 1 1435 176 13. 1.4 2355.5 * 1 2255 276 0. .0 2353.9

1 0620 77 73. 33.4 2374.6 * 1 1440 177 12. 1.3 2355.4 * 1 2300 277 0. .0 2353.9

1 0625 78 73. 33.0 2374.5 * 1 1445 178 11. 1.2 2355.3 * 1 2305 278 0. .0 2353.9

1 0630 79 72. 32.6 2374.3 * 1 1450 179 10. 1.1 2355.3 * 1 2310 279 0. .0 2353.9

1 0635 80 72. 32.1 2374.2 * 1 1455 180 10. 1.1 2355.2 * 1 2315 280 0. .0 2353.9

1 0640 81 72. 31.6 2374.0 * 1 1500 181 9. 1.0 2355.1 * 1 2320 281 0. .0 2353.9

1 0645 82 71. 31.2 2373.8 * 1 1505 182 9. .9 2355.0 * 1 2325 282 0. .0 2353.9

1 0650 83 71. 30.7 2373.7 * 1 1510 183 8. .9 2355.0 * 1 2330 283 0. .0 2353.9

1 0655 84 71. 30.2 2373.5 * 1 1515 184 8. .8 2354.9 * 1 2335 284 0. .0 2353.9

1 0700 85 70. 29.7 2373.3 * 1 1520 185 7. .8 2354.8 * 1 2340 285 0. .0 2353.9

1 0705 86 70. 29.2 2373.2 * 1 1525 186 7. .7 2354.8 * 1 2345 286 0. .0 2353.9

1 0710 87 70. 28.8 2373.0 * 1 1530 187 6. .7 2354.7 * 1 2350 287 0. .0 2353.9

1 0715 88 69. 28.3 2372.8 * 1 1535 188 6. .6 2354.7 * 1 2355 288 0. .0 2353.9

1 0720 89 69. 27.8 2372.5 * 1 1540 189 6. .6 2354.6 * 2 0000 289 0. .0 2353.9

1 0725 90 68. 27.3 2372.3 * 1 1545 190 5. .6 2354.6 * 2 0005 290 0. .0 2353.9

1 0730 91 68. 26.9 2372.1 * 1 1550 191 5. .5 2354.5 * 2 0010 291 0. .0 2353.9

1 0735 92 67. 26.4 2371.9 * 1 1555 192 5. .5 2354.5 * 2 0015 292 0. .0 2353.9

1 0740 93 67. 25.9 2371.6 * 1 1600 193 4. .5 2354.5 * 2 0020 293 0. .0 2353.9

1 0745 94 67. 25.5 2371.4 * 1 1605 194 4. .4 2354.4 * 2 0025 294 0. .0 2353.9

1 0750 95 66. 25.0 2371.2 * 1 1610 195 4. .4 2354.4 * 2 0030 295 0. .0 2353.9

1 0755 96 66. 24.6 2371.0 * 1 1615 196 4. .4 2354.4 * 2 0035 296 0. .0 2353.9

1 0800 97 65. 24.1 2370.7 * 1 1620 197 3. .4 2354.3 * 2 0040 297 0. .0 2353.9

1 0805 98 65. 23.7 2370.5 * 1 1625 198 3. .3 2354.3 * 2 0045 298 0. .0 2353.9

1 0810 99 64. 23.2 2370.2 * 1 1630 199 3. .3 2354.3 * 2 0050 299 0. .0 2353.9

1 0815 100 64. 22.8 2370.0 * 1 1635 200 3. .3 2354.3 * 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)

+ 75. 5.50 67. 28. 27. 27.

(INCHES) .888 1.460 1.460 1.460

(AC-FT) 33. 55. 55. 55.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

36. 5.50 27. 9. 8. 8.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2375.58 5.50 2371.89 2360.20 2359.97 2359.97

 

CUMULATIVE AREA = .70 SQ MI

 

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

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .76

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

* *

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 60. 19.6 2368.1 * 1 1640 201 2. .2 2354.1

1 0005 2 0. .0 2353.9 * 1 0825 102 59. 19.1 2367.9 * 1 1645 202 2. .2 2354.1

1 0010 3 0. .0 2353.9 * 1 0830 103 59. 18.7 2367.7 * 1 1650 203 2. .2 2354.1

1 0015 4 0. .0 2353.9 * 1 0835 104 58. 18.3 2367.4 * 1 1655 204 1. .2 2354.1

1 0020 5 0. .0 2353.9 * 1 0840 105 57. 17.9 2367.2 * 1 1700 205 1. .1 2354.1

1 0025 6 0. .0 2353.9 * 1 0845 106 57. 17.6 2367.0 * 1 1705 206 1. .1 2354.1

1 0030 7 0. .0 2354.0 * 1 0850 107 56. 17.2 2366.7 * 1 1710 207 1. .1 2354.1

1 0035 8 1. .1 2354.0 * 1 0855 108 56. 16.8 2366.5 * 1 1715 208 1. .1 2354.0

1 0040 9 2. .2 2354.1 * 1 0900 109 55. 16.4 2366.3 * 1 1720 209 1. .1 2354.0

1 0045 10 3. .3 2354.3 * 1 0905 110 55. 16.0 2366.0 * 1 1725 210 1. .1 2354.0

1 0050 11 4. .4 2354.4 * 1 0910 111 54. 15.6 2365.8 * 1 1730 211 1. .1 2354.0

1 0055 12 5. .6 2354.6 * 1 0915 112 54. 15.3 2365.6 * 1 1735 212 1. .1 2354.0

1 0100 13 6. .7 2354.7 * 1 0920 113 53. 14.9 2365.4 * 1 1740 213 1. .1 2354.0

1 0105 14 7. .8 2354.8 * 1 0925 114 52. 14.5 2365.1 * 1 1745 214 1. .1 2354.0

1 0110 15 8. .9 2354.9 * 1 0930 115 52. 14.2 2364.9 * 1 1750 215 1. .1 2354.0

1 0115 16 9. .9 2355.0 * 1 0935 116 51. 13.8 2364.7 * 1 1755 216 1. .1 2354.0

1 0120 17 9. 1.0 2355.1 * 1 0940 117 51. 13.5 2364.5 * 1 1800 217 1. .1 2354.0

1 0125 18 10. 1.1 2355.2 * 1 0945 118 50. 13.1 2364.2 * 1 1805 218 1. .1 2354.0

1 0130 19 11. 1.2 2355.3 * 1 0950 119 49. 12.8 2364.0 * 1 1810 219 1. .1 2354.0

1 0135 20 12. 1.3 2355.4 * 1 0955 120 49. 12.4 2363.8 * 1 1815 220 1. .1 2354.0

1 0140 21 13. 1.4 2355.6 * 1 1000 121 48. 12.1 2363.6 * 1 1820 221 0. .1 2354.0

1 0145 22 14. 1.6 2355.8 * 1 1005 122 48. 11.8 2363.4 * 1 1825 222 0. .0 2354.0

1 0150 23 16. 1.7 2356.0 * 1 1010 123 47. 11.5 2363.2 * 1 1830 223 0. .0 2354.0

1 0155 24 17. 1.9 2356.2 * 1 1015 124 47. 11.1 2363.0 * 1 1835 224 0. .0 2354.0

1 0200 25 19. 2.1 2356.4 * 1 1020 125 46. 10.8 2362.8 * 1 1840 225 0. .0 2353.9

1 0205 26 21. 2.3 2356.6 * 1 1025 126 45. 10.5 2362.6 * 1 1845 226 0. .0 2353.9

1 0210 27 23. 2.5 2356.9 * 1 1030 127 45. 10.2 2362.3 * 1 1850 227 0. .0 2353.9

1 0215 28 24. 2.7 2357.1 * 1 1035 128 44. 9.9 2362.1 * 1 1855 228 0. .0 2353.9

1 0220 29 25. 2.9 2357.2 * 1 1040 129 43. 9.6 2361.9 * 1 1900 229 0. .0 2353.9

1 0225 30 25. 3.1 2357.4 * 1 1045 130 43. 9.3 2361.7 * 1 1905 230 0. .0 2353.9

1 0230 31 26. 3.2 2357.4 * 1 1050 131 42. 9.0 2361.6 * 1 1910 231 0. .0 2353.9

1 0235 32 26. 3.3 2357.5 * 1 1055 132 42. 8.7 2361.4 * 1 1915 232 0. .0 2353.9

1 0240 33 26. 3.4 2357.6 * 1 1100 133 41. 8.4 2361.2 * 1 1920 233 0. .0 2353.9

1 0245 34 27. 3.4 2357.6 * 1 1105 134 40. 8.1 2361.0 * 1 1925 234 0. .0 2353.9

1 0250 35 27. 3.5 2357.7 * 1 1110 135 40. 7.9 2360.8 * 1 1930 235 0. .0 2353.9

1 0255 36 27. 3.6 2357.8 * 1 1115 136 39. 7.6 2360.6 * 1 1935 236 0. .0 2353.9

1 0300 37 28. 3.8 2357.9 * 1 1120 137 38. 7.3 2360.4 * 1 1940 237 0. .0 2353.9

1 0305 38 29. 4.1 2358.1 * 1 1125 138 38. 7.1 2360.2 * 1 1945 238 0. .0 2353.9

1 0310 39 31. 4.6 2358.5 * 1 1130 139 37. 6.8 2360.0 * 1 1950 239 0. .0 2353.9

1 0315 40 33. 5.2 2359.0 * 1 1135 140 36. 6.6 2359.9 * 1 1955 240 0. .0 2353.9

1 0320 41 35. 6.1 2359.6 * 1 1140 141 36. 6.3 2359.7 * 1 2000 241 0. .0 2353.9

1 0325 42 38. 7.3 2360.4 * 1 1145 142 35. 6.1 2359.5 * 1 2005 242 0. .0 2353.9

1 0330 43 42. 8.7 2361.4 * 1 1150 143 34. 5.8 2359.4 * 1 2010 243 0. .0 2353.9

1 0335 44 45. 10.6 2362.6 * 1 1155 144 34. 5.6 2359.2 * 1 2015 244 0. .0 2353.9

1 0340 45 50. 12.9 2364.1 * 1 1200 145 33. 5.4 2359.0 * 1 2020 245 0. .0 2353.9

1 0345 46 54. 15.5 2365.7 * 1 1205 146 33. 5.1 2358.9 * 1 2025 246 0. .0 2353.9

1 0350 47 58. 18.0 2367.2 * 1 1210 147 32. 4.9 2358.7 * 1 2030 247 0. .0 2353.9

1 0355 48 60. 20.2 2368.5 * 1 1215 148 31. 4.7 2358.5 * 1 2035 248 0. .0 2353.9

1 0400 49 63. 21.9 2369.5 * 1 1220 149 30. 4.5 2358.4 * 1 2040 249 0. .0 2353.9

1 0405 50 64. 23.4 2370.3 * 1 1225 150 30. 4.3 2358.2 * 1 2045 250 0. .0 2353.9

1 0410 51 66. 24.4 2370.9 * 1 1230 151 29. 4.1 2358.1 * 1 2050 251 0. .0 2353.9

1 0415 52 66. 25.3 2371.3 * 1 1235 152 28. 3.9 2357.9 * 1 2055 252 0. .0 2353.9

1 0420 53 67. 25.9 2371.6 * 1 1240 153 28. 3.7 2357.8 * 1 2100 253 0. .0 2353.9

1 0425 54 67. 26.3 2371.8 * 1 1245 154 27. 3.5 2357.7 * 1 2105 254 0. .0 2353.9

1 0430 55 68. 26.7 2372.0 * 1 1250 155 26. 3.3 2357.5 * 1 2110 255 0. .0 2353.9

1 0435 56 68. 27.0 2372.1 * 1 1255 156 26. 3.1 2357.4 * 1 2115 256 0. .0 2353.9

1 0440 57 68. 27.4 2372.3 * 1 1300 157 25. 3.0 2357.3 * 1 2120 257 0. .0 2353.9

1 0445 58 69. 27.9 2372.6 * 1 1305 158 24. 2.8 2357.1 * 1 2125 258 0. .0 2353.9

1 0450 59 70. 28.6 2372.9 * 1 1310 159 24. 2.6 2357.0 * 1 2130 259 0. .0 2353.9

1 0455 60 70. 29.4 2373.2 * 1 1315 160 23. 2.5 2356.8 * 1 2135 260 0. .0 2353.9

1 0500 61 71. 30.3 2373.5 * 1 1320 161 21. 2.3 2356.7 * 1 2140 261 0. .0 2353.9

1 0505 62 71. 31.2 2373.9 * 1 1325 162 20. 2.2 2356.5 * 1 2145 262 0. .0 2353.9

1 0510 63 72. 31.9 2374.1 * 1 1330 163 19. 2.0 2356.3 * 1 2150 263 0. .0 2353.9

1 0515 64 72. 32.5 2374.3 * 1 1335 164 18. 1.9 2356.2 * 1 2155 264 0. .0 2353.9

1 0520 65 72. 32.8 2374.4 * 1 1340 165 16. 1.8 2356.0 * 1 2200 265 0. .0 2353.9

1 0525 66 72. 32.9 2374.5 * 1 1345 166 15. 1.7 2355.9 * 1 2205 266 0. .0 2353.9

1 0530 67 72. 33.0 2374.5 * 1 1350 167 15. 1.6 2355.8 * 1 2210 267 0. .0 2353.9

1 0535 68 72. 32.9 2374.4 * 1 1355 168 14. 1.5 2355.7 * 1 2215 268 0. .0 2353.9

1 0540 69 72. 32.7 2374.4 * 1 1400 169 13. 1.4 2355.6 * 1 2220 269 0. .0 2353.9

1 0545 70 72. 32.5 2374.3 * 1 1405 170 12. 1.3 2355.5 * 1 2225 270 0. .0 2353.9

1 0550 71 72. 32.2 2374.2 * 1 1410 171 11. 1.2 2355.4 * 1 2230 271 0. .0 2353.9

1 0555 72 72. 31.9 2374.1 * 1 1415 172 11. 1.2 2355.3 * 1 2235 272 0. .0 2353.9

1 0600 73 72. 31.6 2374.0 * 1 1420 173 10. 1.1 2355.2 * 1 2240 273 0. .0 2353.9

1 0605 74 71. 31.3 2373.9 * 1 1425 174 9. 1.0 2355.1 * 1 2245 274 0. .0 2353.9

1 0610 75 71. 30.9 2373.8 * 1 1430 175 9. 1.0 2355.0 * 1 2250 275 0. .0 2353.9

1 0615 76 71. 30.6 2373.6 * 1 1435 176 8. .9 2355.0 * 1 2255 276 0. .0 2353.9

1 0620 77 71. 30.2 2373.5 * 1 1440 177 8. .8 2354.9 * 1 2300 277 0. .0 2353.9

1 0625 78 70. 29.8 2373.3 * 1 1445 178 7. .8 2354.8 * 1 2305 278 0. .0 2353.9

1 0630 79 70. 29.3 2373.2 * 1 1450 179 7. .7 2354.8 * 1 2310 279 0. .0 2353.9

1 0635 80 70. 28.9 2373.0 * 1 1455 180 6. .7 2354.7 * 1 2315 280 0. .0 2353.9

1 0640 81 69. 28.4 2372.8 * 1 1500 181 6. .7 2354.7 * 1 2320 281 0. .0 2353.9

1 0645 82 69. 28.0 2372.6 * 1 1505 182 6. .6 2354.6 * 1 2325 282 0. .0 2353.9

1 0650 83 68. 27.5 2372.4 * 1 1510 183 5. .6 2354.6 * 1 2330 283 0. .0 2353.9

1 0655 84 68. 27.0 2372.1 * 1 1515 184 5. .5 2354.5 * 1 2335 284 0. .0 2353.9

1 0700 85 68. 26.6 2371.9 * 1 1520 185 5. .5 2354.5 * 1 2340 285 0. .0 2353.9

1 0705 86 67. 26.1 2371.7 * 1 1525 186 4. .5 2354.5 * 1 2345 286 0. .0 2353.9

1 0710 87 67. 25.7 2371.5 * 1 1530 187 4. .5 2354.4 * 1 2350 287 0. .0 2353.9

1 0715 88 66. 25.2 2371.3 * 1 1535 188 4. .4 2354.4 * 1 2355 288 0. .0 2353.9

1 0720 89 66. 24.7 2371.1 * 1 1540 189 4. .4 2354.4 * 2 0000 289 0. .0 2353.9

1 0725 90 65. 24.3 2370.8 * 1 1545 190 3. .4 2354.3 * 2 0005 290 0. .0 2353.9

1 0730 91 65. 23.8 2370.6 * 1 1550 191 3. .4 2354.3 * 2 0010 291 0. .0 2353.9

1 0735 92 64. 23.4 2370.3 * 1 1555 192 3. .3 2354.3 * 2 0015 292 0. .0 2353.9

1 0740 93 64. 23.0 2370.1 * 1 1600 193 3. .3 2354.3 * 2 0020 293 0. .0 2353.9

1 0745 94 63. 22.5 2369.8 * 1 1605 194 3. .3 2354.2 * 2 0025 294 0. .0 2353.9

1 0750 95 63. 22.1 2369.6 * 1 1610 195 2. .3 2354.2 * 2 0030 295 0. .0 2353.9

1 0755 96 62. 21.7 2369.3 * 1 1615 196 2. .3 2354.2 * 2 0035 296 0. .0 2353.9

1 0800 97 62. 21.2 2369.1 * 1 1620 197 2. .2 2354.2 * 2 0040 297 0. .0 2353.9

1 0805 98 61. 20.8 2368.9 * 1 1625 198 2. .2 2354.2 * 2 0045 298 0. .0 2353.9

1 0810 99 61. 20.4 2368.6 * 1 1630 199 2. .2 2354.2 * 2 0050 299 0. .0 2353.9

1 0815 100 60. 20.0 2368.4 * 1 1635 200 2. .2 2354.1 * 2 0055 300 0. .0 2353.9

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 72. 5.50 64. 26. 25. 25.

(INCHES) .852 1.348 1.348 1.348

(AC-FT) 32. 51. 51. 51.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

33. 5.50 24. 8. 7. 7.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2374.47 5.50 2370.56 2359.57 2359.36 2359.36

 

CUMULATIVE AREA = .70 SQ MI

 

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

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .73

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

* *

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 56. 16.8 2366.5 * 1 1640 201 1. .1 2354.0

1 0005 2 0. .0 2353.9 * 1 0825 102 55. 16.4 2366.3 * 1 1645 202 1. .1 2354.0

1 0010 3 0. .0 2353.9 * 1 0830 103 55. 16.0 2366.0 * 1 1650 203 1. .1 2354.0

1 0015 4 0. .0 2353.9 * 1 0835 104 54. 15.6 2365.8 * 1 1655 204 1. .1 2354.0

1 0020 5 0. .0 2353.9 * 1 0840 105 54. 15.3 2365.6 * 1 1700 205 1. .1 2354.0

1 0025 6 0. .0 2353.9 * 1 0845 106 53. 14.9 2365.4 * 1 1705 206 1. .1 2354.0

1 0030 7 0. .0 2353.9 * 1 0850 107 52. 14.5 2365.1 * 1 1710 207 1. .1 2354.0

1 0035 8 1. .1 2354.0 * 1 0855 108 52. 14.2 2364.9 * 1 1715 208 1. .1 2354.0

1 0040 9 1. .2 2354.1 * 1 0900 109 51. 13.8 2364.7 * 1 1720 209 1. .1 2354.0

1 0045 10 2. .3 2354.2 * 1 0905 110 51. 13.5 2364.5 * 1 1725 210 1. .1 2354.0

1 0050 11 3. .4 2354.3 * 1 0910 111 50. 13.1 2364.2 * 1 1730 211 1. .1 2354.0

1 0055 12 4. .5 2354.4 * 1 0915 112 49. 12.8 2364.0 * 1 1735 212 1. .1 2354.0

1 0100 13 5. .6 2354.6 * 1 0920 113 49. 12.4 2363.8 * 1 1740 213 1. .1 2354.0

1 0105 14 6. .6 2354.7 * 1 0925 114 48. 12.1 2363.6 * 1 1745 214 0. .1 2354.0

1 0110 15 7. .7 2354.7 * 1 0930 115 48. 11.8 2363.4 * 1 1750 215 0. .0 2354.0

1 0115 16 7. .8 2354.8 * 1 0935 116 47. 11.5 2363.2 * 1 1755 216 0. .0 2354.0

1 0120 17 8. .8 2354.9 * 1 0940 117 47. 11.1 2363.0 * 1 1800 217 0. .0 2354.0

1 0125 18 8. .9 2355.0 * 1 0945 118 46. 10.8 2362.8 * 1 1805 218 0. .0 2353.9

1 0130 19 9. 1.0 2355.1 * 1 0950 119 45. 10.5 2362.6 * 1 1810 219 0. .0 2353.9

1 0135 20 10. 1.1 2355.2 * 1 0955 120 45. 10.2 2362.3 * 1 1815 220 0. .0 2353.9

1 0140 21 11. 1.2 2355.3 * 1 1000 121 44. 9.9 2362.1 * 1 1820 221 0. .0 2353.9

1 0145 22 12. 1.3 2355.5 * 1 1005 122 43. 9.6 2361.9 * 1 1825 222 0. .0 2353.9

1 0150 23 14. 1.5 2355.7 * 1 1010 123 43. 9.3 2361.7 * 1 1830 223 0. .0 2353.9

1 0155 24 15. 1.7 2355.9 * 1 1015 124 42. 9.0 2361.6 * 1 1835 224 0. .0 2353.9

1 0200 25 17. 1.8 2356.1 * 1 1020 125 42. 8.7 2361.4 * 1 1840 225 0. .0 2353.9

1 0205 26 18. 2.0 2356.3 * 1 1025 126 41. 8.4 2361.2 * 1 1845 226 0. .0 2353.9

1 0210 27 20. 2.2 2356.5 * 1 1030 127 40. 8.1 2361.0 * 1 1850 227 0. .0 2353.9

1 0215 28 22. 2.4 2356.8 * 1 1035 128 40. 7.9 2360.8 * 1 1855 228 0. .0 2353.9

1 0220 29 23. 2.6 2357.0 * 1 1040 129 39. 7.6 2360.6 * 1 1900 229 0. .0 2353.9

1 0225 30 24. 2.7 2357.1 * 1 1045 130 38. 7.3 2360.4 * 1 1905 230 0. .0 2353.9

1 0230 31 25. 2.8 2357.2 * 1 1050 131 38. 7.1 2360.2 * 1 1910 231 0. .0 2353.9

1 0235 32 25. 2.9 2357.2 * 1 1055 132 37. 6.8 2360.1 * 1 1915 232 0. .0 2353.9

1 0240 33 25. 2.9 2357.3 * 1 1100 133 36. 6.6 2359.9 * 1 1920 233 0. .0 2353.9

1 0245 34 25. 3.0 2357.3 * 1 1105 134 36. 6.3 2359.7 * 1 1925 234 0. .0 2353.9

1 0250 35 25. 3.1 2357.3 * 1 1110 135 35. 6.1 2359.5 * 1 1930 235 0. .0 2353.9

1 0255 36 26. 3.2 2357.4 * 1 1115 136 34. 5.8 2359.4 * 1 1935 236 0. .0 2353.9

1 0300 37 26. 3.4 2357.6 * 1 1120 137 34. 5.6 2359.2 * 1 1940 237 0. .0 2353.9

1 0305 38 27. 3.6 2357.8 * 1 1125 138 33. 5.4 2359.0 * 1 1945 238 0. .0 2353.9

1 0310 39 29. 4.1 2358.1 * 1 1130 139 33. 5.1 2358.9 * 1 1950 239 0. .0 2353.9

1 0315 40 31. 4.6 2358.5 * 1 1135 140 32. 4.9 2358.7 * 1 1955 240 0. .0 2353.9

1 0320 41 33. 5.4 2359.1 * 1 1140 141 31. 4.7 2358.5 * 1 2000 241 0. .0 2353.9

1 0325 42 36. 6.5 2359.8 * 1 1145 142 30. 4.5 2358.4 * 1 2005 242 0. .0 2353.9

1 0330 43 40. 7.8 2360.8 * 1 1150 143 30. 4.3 2358.2 * 1 2010 243 0. .0 2353.9

1 0335 44 43. 9.5 2361.9 * 1 1155 144 29. 4.1 2358.1 * 1 2015 244 0. .0 2353.9

1 0340 45 47. 11.6 2363.2 * 1 1200 145 28. 3.9 2357.9 * 1 2020 245 0. .0 2353.9

1 0345 46 51. 13.8 2364.7 * 1 1205 146 28. 3.7 2357.8 * 1 2025 246 0. .0 2353.9

1 0350 47 55. 16.0 2366.1 * 1 1210 147 27. 3.5 2357.7 * 1 2030 247 0. .0 2353.9

1 0355 48 58. 18.0 2367.2 * 1 1215 148 26. 3.3 2357.5 * 1 2035 248 0. .0 2353.9

1 0400 49 60. 19.6 2368.1 * 1 1220 149 26. 3.1 2357.4 * 1 2040 249 0. .0 2353.9

1 0405 50 61. 20.8 2368.9 * 1 1225 150 25. 3.0 2357.3 * 1 2045 250 0. .0 2353.9

1 0410 51 62. 21.8 2369.4 * 1 1230 151 24. 2.8 2357.1 * 1 2050 251 0. .0 2353.9

1 0415 52 63. 22.6 2369.9 * 1 1235 152 24. 2.6 2357.0 * 1 2055 252 0. .0 2353.9

1 0420 53 64. 23.1 2370.2 * 1 1240 153 23. 2.5 2356.8 * 1 2100 253 0. .0 2353.9

1 0425 54 64. 23.5 2370.4 * 1 1245 154 21. 2.3 2356.7 * 1 2105 254 0. .0 2353.9

1 0430 55 65. 23.9 2370.6 * 1 1250 155 20. 2.2 2356.5 * 1 2110 255 0. .0 2353.9

1 0435 56 65. 24.2 2370.7 * 1 1255 156 19. 2.0 2356.3 * 1 2115 256 0. .0 2353.9

1 0440 57 66. 24.5 2370.9 * 1 1300 157 18. 1.9 2356.2 * 1 2120 257 0. .0 2353.9

1 0445 58 66. 25.0 2371.2 * 1 1305 158 16. 1.8 2356.0 * 1 2125 258 0. .0 2353.9

1 0450 59 67. 25.6 2371.5 * 1 1310 159 15. 1.7 2355.9 * 1 2130 259 0. .0 2353.9

1 0455 60 67. 26.4 2371.8 * 1 1315 160 15. 1.6 2355.8 * 1 2135 260 0. .0 2353.9

1 0500 61 68. 27.2 2372.2 * 1 1320 161 14. 1.5 2355.7 * 1 2140 261 0. .0 2353.9

1 0505 62 69. 28.0 2372.6 * 1 1325 162 13. 1.4 2355.6 * 1 2145 262 0. .0 2353.9

1 0510 63 70. 28.7 2372.9 * 1 1330 163 12. 1.3 2355.5 * 1 2150 263 0. .0 2353.9

1 0515 64 70. 29.2 2373.1 * 1 1335 164 11. 1.2 2355.4 * 1 2155 264 0. .0 2353.9

1 0520 65 70. 29.5 2373.2 * 1 1340 165 11. 1.2 2355.3 * 1 2200 265 0. .0 2353.9

1 0525 66 70. 29.6 2373.3 * 1 1345 166 10. 1.1 2355.2 * 1 2205 266 0. .0 2353.9

1 0530 67 70. 29.6 2373.3 * 1 1350 167 9. 1.0 2355.1 * 1 2210 267 0. .0 2353.9

1 0535 68 70. 29.5 2373.2 * 1 1355 168 9. 1.0 2355.0 * 1 2215 268 0. .0 2353.9

1 0540 69 70. 29.3 2373.2 * 1 1400 169 8. .9 2355.0 * 1 2220 269 0. .0 2353.9

1 0545 70 70. 29.1 2373.1 * 1 1405 170 8. .8 2354.9 * 1 2225 270 0. .0 2353.9

1 0550 71 70. 28.8 2373.0 * 1 1410 171 7. .8 2354.8 * 1 2230 271 0. .0 2353.9

1 0555 72 69. 28.5 2372.9 * 1 1415 172 7. .7 2354.8 * 1 2235 272 0. .0 2353.9

1 0600 73 69. 28.2 2372.7 * 1 1420 173 6. .7 2354.7 * 1 2240 273 0. .0 2353.9

1 0605 74 69. 27.9 2372.6 * 1 1425 174 6. .7 2354.7 * 1 2245 274 0. .0 2353.9

1 0610 75 69. 27.6 2372.4 * 1 1430 175 6. .6 2354.6 * 1 2250 275 0. .0 2353.9

1 0615 76 68. 27.2 2372.2 * 1 1435 176 5. .6 2354.6 * 1 2255 276 0. .0 2353.9

1 0620 77 68. 26.8 2372.1 * 1 1440 177 5. .5 2354.5 * 1 2300 277 0. .0 2353.9

1 0625 78 67. 26.4 2371.9 * 1 1445 178 5. .5 2354.5 * 1 2305 278 0. .0 2353.9

1 0630 79 67. 26.0 2371.7 * 1 1450 179 4. .5 2354.5 * 1 2310 279 0. .0 2353.9

1 0635 80 67. 25.6 2371.5 * 1 1455 180 4. .5 2354.4 * 1 2315 280 0. .0 2353.9

1 0640 81 66. 25.1 2371.2 * 1 1500 181 4. .4 2354.4 * 1 2320 281 0. .0 2353.9

1 0645 82 66. 24.7 2371.0 * 1 1505 182 4. .4 2354.4 * 1 2325 282 0. .0 2353.9

1 0650 83 65. 24.3 2370.8 * 1 1510 183 3. .4 2354.3 * 1 2330 283 0. .0 2353.9

1 0655 84 65. 23.8 2370.6 * 1 1515 184 3. .4 2354.3 * 1 2335 284 0. .0 2353.9

1 0700 85 64. 23.4 2370.3 * 1 1520 185 3. .3 2354.3 * 1 2340 285 0. .0 2353.9

1 0705 86 64. 23.0 2370.1 * 1 1525 186 3. .3 2354.3 * 1 2345 286 0. .0 2353.9

1 0710 87 63. 22.5 2369.8 * 1 1530 187 3. .3 2354.2 * 1 2350 287 0. .0 2353.9

1 0715 88 63. 22.1 2369.6 * 1 1535 188 2. .3 2354.2 * 1 2355 288 0. .0 2353.9

1 0720 89 62. 21.7 2369.3 * 1 1540 189 2. .3 2354.2 * 2 0000 289 0. .0 2353.9

1 0725 90 62. 21.2 2369.1 * 1 1545 190 2. .2 2354.2 * 2 0005 290 0. .0 2353.9

1 0730 91 61. 20.8 2368.9 * 1 1550 191 2. .2 2354.2 * 2 0010 291 0. .0 2353.9

1 0735 92 61. 20.4 2368.6 * 1 1555 192 2. .2 2354.2 * 2 0015 292 0. .0 2353.9

1 0740 93 60. 20.0 2368.4 * 1 1600 193 2. .2 2354.1 * 2 0020 293 0. .0 2353.9

1 0745 94 60. 19.6 2368.1 * 1 1605 194 2. .2 2354.1 * 2 0025 294 0. .0 2353.9

1 0750 95 59. 19.1 2367.9 * 1 1610 195 2. .2 2354.1 * 2 0030 295 0. .0 2353.9

1 0755 96 59. 18.7 2367.7 * 1 1615 196 2. .2 2354.1 * 2 0035 296 0. .0 2353.9

1 0800 97 58. 18.3 2367.4 * 1 1620 197 1. .2 2354.1 * 2 0040 297 0. .0 2353.9

1 0805 98 57. 17.9 2367.2 * 1 1625 198 1. .1 2354.1 * 2 0045 298 0. .0 2353.9

1 0810 99 57. 17.6 2367.0 * 1 1630 199 1. .1 2354.1 * 2 0050 299 0. .0 2353.9

1 0815 100 56. 17.2 2366.7 * 1 1635 200 1. .1 2354.1 * 2 0055 300 0. .0 2353.9

* *

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

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

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

+ (CFS) (HR)

(CFS)

+ 70. 5.42 61. 23. 22. 22.

(INCHES) .810 1.232 1.232 1.232

(AC-FT) 30. 46. 46. 46.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

30. 5.42 22. 7. 6. 6.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2373.28 5.42 2369.09 2358.92 2358.74 2358.74

 

CUMULATIVE AREA = .70 SQ MI

 

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

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .69

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

* *

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 53. 15.0 2365.4 * 1 1640 201 1. .1 2354.0

1 0005 2 0. .0 2353.9 * 1 0825 102 53. 14.6 2365.2 * 1 1645 202 1. .1 2354.0

1 0010 3 0. .0 2353.9 * 1 0830 103 52. 14.2 2365.0 * 1 1650 203 1. .1 2354.0

1 0015 4 0. .0 2353.9 * 1 0835 104 51. 13.9 2364.7 * 1 1655 204 1. .1 2354.0

1 0020 5 0. .0 2353.9 * 1 0840 105 51. 13.5 2364.5 * 1 1700 205 1. .1 2354.0

1 0025 6 0. .0 2353.9 * 1 0845 106 50. 13.2 2364.3 * 1 1705 206 1. .1 2354.0

1 0030 7 0. .0 2353.9 * 1 0850 107 50. 12.8 2364.1 * 1 1710 207 1. .1 2354.0

1 0035 8 1. .1 2354.0 * 1 0855 108 49. 12.5 2363.8 * 1 1715 208 1. .1 2354.0

1 0040 9 1. .1 2354.1 * 1 0900 109 48. 12.2 2363.6 * 1 1720 209 0. .1 2354.0

1 0045 10 2. .2 2354.2 * 1 0905 110 48. 11.8 2363.4 * 1 1725 210 0. .1 2354.0

1 0050 11 3. .3 2354.3 * 1 0910 111 47. 11.5 2363.2 * 1 1730 211 0. .0 2354.0

1 0055 12 4. .4 2354.4 * 1 0915 112 47. 11.2 2363.0 * 1 1735 212 0. .0 2354.0

1 0100 13 4. .5 2354.5 * 1 0920 113 46. 10.9 2362.8 * 1 1740 213 0. .0 2353.9

1 0105 14 5. .5 2354.5 * 1 0925 114 45. 10.6 2362.6 * 1 1745 214 0. .0 2353.9

1 0110 15 6. .6 2354.6 * 1 0930 115 45. 10.2 2362.4 * 1 1750 215 0. .0 2353.9

1 0115 16 6. .7 2354.7 * 1 0935 116 44. 9.9 2362.2 * 1 1755 216 0. .0 2353.9

1 0120 17 7. .7 2354.8 * 1 0940 117 43. 9.6 2362.0 * 1 1800 217 0. .0 2353.9

1 0125 18 7. .8 2354.8 * 1 0945 118 43. 9.3 2361.8 * 1 1805 218 0. .0 2353.9

1 0130 19 8. .9 2354.9 * 1 0950 119 42. 9.0 2361.6 * 1 1810 219 0. .0 2353.9

1 0135 20 9. .9 2355.0 * 1 0955 120 42. 8.8 2361.4 * 1 1815 220 0. .0 2353.9

1 0140 21 10. 1.1 2355.2 * 1 1000 121 41. 8.5 2361.2 * 1 1820 221 0. .0 2353.9

1 0145 22 11. 1.2 2355.3 * 1 1005 122 41. 8.2 2361.0 * 1 1825 222 0. .0 2353.9

1 0150 23 12. 1.3 2355.5 * 1 1010 123 40. 7.9 2360.8 * 1 1830 223 0. .0 2353.9

1 0155 24 14. 1.5 2355.7 * 1 1015 124 39. 7.6 2360.6 * 1 1835 224 0. .0 2353.9

1 0200 25 15. 1.6 2355.9 * 1 1020 125 38. 7.4 2360.4 * 1 1840 225 0. .0 2353.9

1 0205 26 17. 1.8 2356.1 * 1 1025 126 38. 7.1 2360.3 * 1 1845 226 0. .0 2353.9

1 0210 27 18. 2.0 2356.3 * 1 1030 127 37. 6.9 2360.1 * 1 1850 227 0. .0 2353.9

1 0215 28 20. 2.2 2356.5 * 1 1035 128 36. 6.6 2359.9 * 1 1855 228 0. .0 2353.9

1 0220 29 21. 2.3 2356.7 * 1 1040 129 36. 6.4 2359.7 * 1 1900 229 0. .0 2353.9

1 0225 30 22. 2.5 2356.8 * 1 1045 130 35. 6.1 2359.6 * 1 1905 230 0. .0 2353.9

1 0230 31 23. 2.6 2356.9 * 1 1050 131 35. 5.9 2359.4 * 1 1910 231 0. .0 2353.9

1 0235 32 24. 2.6 2357.0 * 1 1055 132 34. 5.6 2359.2 * 1 1915 232 0. .0 2353.9

1 0240 33 24. 2.7 2357.0 * 1 1100 133 33. 5.4 2359.1 * 1 1920 233 0. .0 2353.9

1 0245 34 24. 2.7 2357.1 * 1 1105 134 33. 5.2 2358.9 * 1 1925 234 0. .0 2353.9

1 0250 35 24. 2.8 2357.1 * 1 1110 135 32. 4.9 2358.7 * 1 1930 235 0. .0 2353.9

1 0255 36 25. 2.9 2357.2 * 1 1115 136 31. 4.7 2358.6 * 1 1935 236 0. .0 2353.9

1 0300 37 25. 3.0 2357.3 * 1 1120 137 30. 4.5 2358.4 * 1 1940 237 0. .0 2353.9

1 0305 38 26. 3.3 2357.5 * 1 1125 138 30. 4.3 2358.3 * 1 1945 238 0. .0 2353.9

1 0310 39 27. 3.7 2357.8 * 1 1130 139 29. 4.1 2358.1 * 1 1950 239 0. .0 2353.9

1 0315 40 29. 4.2 2358.2 * 1 1135 140 28. 3.9 2358.0 * 1 1955 240 0. .0 2353.9

1 0320 41 32. 4.9 2358.7 * 1 1140 141 28. 3.7 2357.8 * 1 2000 241 0. .0 2353.9

1 0325 42 35. 5.9 2359.4 * 1 1145 142 27. 3.5 2357.7 * 1 2005 242 0. .0 2353.9

1 0330 43 38. 7.2 2360.3 * 1 1150 143 26. 3.3 2357.6 * 1 2010 243 0. .0 2353.9

1 0335 44 42. 8.8 2361.4 * 1 1155 144 26. 3.2 2357.4 * 1 2015 244 0. .0 2353.9

1 0340 45 46. 10.7 2362.7 * 1 1200 145 25. 3.0 2357.3 * 1 2020 245 0. .0 2353.9

1 0345 46 49. 12.7 2364.0 * 1 1205 146 25. 2.8 2357.2 * 1 2025 246 0. .0 2353.9

1 0350 47 53. 14.8 2365.3 * 1 1210 147 24. 2.7 2357.0 * 1 2030 247 0. .0 2353.9

1 0355 48 55. 16.6 2366.4 * 1 1215 148 23. 2.5 2356.9 * 1 2035 248 0. .0 2353.9

1 0400 49 58. 18.0 2367.2 * 1 1220 149 21. 2.3 2356.7 * 1 2040 249 0. .0 2353.9

1 0405 50 59. 19.2 2367.9 * 1 1225 150 20. 2.2 2356.5 * 1 2045 250 0. .0 2353.9

1 0410 51 60. 20.1 2368.5 * 1 1230 151 19. 2.1 2356.4 * 1 2050 251 0. .0 2353.9

1 0415 52 61. 20.8 2368.9 * 1 1235 152 18. 1.9 2356.2 * 1 2055 252 0. .0 2353.9

1 0420 53 62. 21.3 2369.2 * 1 1240 153 17. 1.8 2356.1 * 1 2100 253 0. .0 2353.9

1 0425 54 62. 21.7 2369.4 * 1 1245 154 16. 1.7 2355.9 * 1 2105 254 0. .0 2353.9

1 0430 55 63. 22.0 2369.5 * 1 1250 155 15. 1.6 2355.8 * 1 2110 255 0. .0 2353.9

1 0435 56 63. 22.3 2369.7 * 1 1255 156 14. 1.5 2355.7 * 1 2115 256 0. .0 2353.9

1 0440 57 63. 22.6 2369.9 * 1 1300 157 13. 1.4 2355.6 * 1 2120 257 0. .0 2353.9

1 0445 58 64. 23.0 2370.1 * 1 1305 158 12. 1.3 2355.5 * 1 2125 258 0. .0 2353.9

1 0450 59 65. 23.6 2370.4 * 1 1310 159 11. 1.2 2355.4 * 1 2130 259 0. .0 2353.9

1 0455 60 65. 24.3 2370.8 * 1 1315 160 11. 1.2 2355.3 * 1 2135 260 0. .0 2353.9

1 0500 61 66. 25.1 2371.2 * 1 1320 161 10. 1.1 2355.2 * 1 2140 261 0. .0 2353.9

1 0505 62 67. 25.9 2371.6 * 1 1325 162 9. 1.0 2355.1 * 1 2145 262 0. .0 2353.9

1 0510 63 68. 26.5 2371.9 * 1 1330 163 9. 1.0 2355.1 * 1 2150 263 0. .0 2353.9

1 0515 64 68. 27.0 2372.1 * 1 1335 164 8. .9 2355.0 * 1 2155 264 0. .0 2353.9

1 0520 65 68. 27.2 2372.2 * 1 1340 165 8. .9 2354.9 * 1 2200 265 0. .0 2353.9

1 0525 66 68. 27.3 2372.3 * 1 1345 166 7. .8 2354.9 * 1 2205 266 0. .0 2353.9

1 0530 67 68. 27.3 2372.3 * 1 1350 167 7. .8 2354.8 * 1 2210 267 0. .0 2353.9

1 0535 68 68. 27.2 2372.2 * 1 1355 168 6. .7 2354.7 * 1 2215 268 0. .0 2353.9

1 0540 69 68. 27.0 2372.2 * 1 1400 169 6. .7 2354.7 * 1 2220 269 0. .0 2353.9

1 0545 70 68. 26.8 2372.0 * 1 1405 170 6. .6 2354.6 * 1 2225 270 0. .0 2353.9

1 0550 71 68. 26.6 2371.9 * 1 1410 171 5. .6 2354.6 * 1 2230 271 0. .0 2353.9

1 0555 72 67. 26.3 2371.8 * 1 1415 172 5. .6 2354.6 * 1 2235 272 0. .0 2353.9

1 0600 73 67. 26.0 2371.6 * 1 1420 173 5. .5 2354.5 * 1 2240 273 0. .0 2353.9

1 0605 74 67. 25.7 2371.5 * 1 1425 174 4. .5 2354.5 * 1 2245 274 0. .0 2353.9

1 0610 75 66. 25.3 2371.3 * 1 1430 175 4. .5 2354.4 * 1 2250 275 0. .0 2353.9

1 0615 76 66. 25.0 2371.2 * 1 1435 176 4. .4 2354.4 * 1 2255 276 0. .0 2353.9

1 0620 77 66. 24.6 2371.0 * 1 1440 177 4. .4 2354.4 * 1 2300 277 0. .0 2353.9

1 0625 78 65. 24.2 2370.8 * 1 1445 178 3. .4 2354.4 * 1 2305 278 0. .0 2353.9

1 0630 79 65. 23.8 2370.5 * 1 1450 179 3. .4 2354.3 * 1 2310 279 0. .0 2353.9

1 0635 80 64. 23.4 2370.3 * 1 1455 180 3. .3 2354.3 * 1 2315 280 0. .0 2353.9

1 0640 81 64. 23.0 2370.1 * 1 1500 181 3. .3 2354.3 * 1 2320 281 0. .0 2353.9

1 0645 82 63. 22.6 2369.8 * 1 1505 182 3. .3 2354.3 * 1 2325 282 0. .0 2353.9

1 0650 83 63. 22.1 2369.6 * 1 1510 183 3. .3 2354.2 * 1 2330 283 0. .0 2353.9

1 0655 84 62. 21.7 2369.4 * 1 1515 184 2. .3 2354.2 * 1 2335 284 0. .0 2353.9

1 0700 85 62. 21.3 2369.1 * 1 1520 185 2. .2 2354.2 * 1 2340 285 0. .0 2353.9

1 0705 86 61. 20.9 2368.9 * 1 1525 186 2. .2 2354.2 * 1 2345 286 0. .0 2353.9

1 0710 87 61. 20.4 2368.7 * 1 1530 187 2. .2 2354.2 * 1 2350 287 0. .0 2353.9

1 0715 88 60. 20.0 2368.4 * 1 1535 188 2. .2 2354.1 * 1 2355 288 0. .0 2353.9

1 0720 89 60. 19.6 2368.2 * 1 1540 189 2. .2 2354.1 * 2 0000 289 0. .0 2353.9

1 0725 90 59. 19.2 2367.9 * 1 1545 190 2. .2 2354.1 * 2 0005 290 0. .0 2353.9

1 0730 91 59. 18.8 2367.7 * 1 1550 191 2. .2 2354.1 * 2 0010 291 0. .0 2353.9

1 0735 92 58. 18.4 2367.5 * 1 1555 192 1. .2 2354.1 * 2 0015 292 0. .0 2353.9

1 0740 93 58. 18.0 2367.2 * 1 1600 193 1. .1 2354.1 * 2 0020 293 0. .0 2353.9

1 0745 94 57. 17.6 2367.0 * 1 1605 194 1. .1 2354.1 * 2 0025 294 0. .0 2353.9

1 0750 95 56. 17.2 2366.8 * 1 1610 195 1. .1 2354.1 * 2 0030 295 0. .0 2353.9

1 0755 96 56. 16.8 2366.5 * 1 1615 196 1. .1 2354.0 * 2 0035 296 0. .0 2353.9

1 0800 97 55. 16.5 2366.3 * 1 1620 197 1. .1 2354.0 * 2 0040 297 0. .0 2353.9

1 0805 98 55. 16.1 2366.1 * 1 1625 198 1. .1 2354.0 * 2 0045 298 0. .0 2353.9

1 0810 99 54. 15.7 2365.8 * 1 1630 199 1. .1 2354.0 * 2 0050 299 0. .0 2353.9

1 0815 100 54. 15.3 2365.6 * 1 1635 200 1. .1 2354.0 * 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)

+ 68. 5.42 59. 22. 21. 21.

(INCHES) .778 1.152 1.152 1.152

(AC-FT) 29. 43. 43. 43.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

27. 5.42 20. 6. 6. 6.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2372.30 5.42 2368.04 2358.49 2358.32 2358.32

 

CUMULATIVE AREA = .70 SQ MI

 

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

 

HYDROGRAPH AT STATION RAINBWDB

PLAN 1, RATIO = .64

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

* *

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 48. 11.8 2363.4 * 1 1640 201 0. .1 2354.0

1 0005 2 0. .0 2353.9 * 1 0825 102 47. 11.5 2363.2 * 1 1645 202 0. .0 2354.0

1 0010 3 0. .0 2353.9 * 1 0830 103 47. 11.2 2363.0 * 1 1650 203 0. .0 2354.0

1 0015 4 0. .0 2353.9 * 1 0835 104 46. 10.9 2362.8 * 1 1655 204 0. .0 2353.9

1 0020 5 0. .0 2353.9 * 1 0840 105 45. 10.6 2362.6 * 1 1700 205 0. .0 2353.9

1 0025 6 0. .0 2353.9 * 1 0845 106 45. 10.3 2362.4 * 1 1705 206 0. .0 2353.9

1 0030 7 0. .0 2353.9 * 1 0850 107 44. 9.9 2362.2 * 1 1710 207 0. .0 2353.9

1 0035 8 0. .0 2354.0 * 1 0855 108 44. 9.6 2362.0 * 1 1715 208 0. .0 2353.9

1 0040 9 1. .1 2354.0 * 1 0900 109 43. 9.3 2361.8 * 1 1720 209 0. .0 2353.9

1 0045 10 1. .1 2354.1 * 1 0905 110 42. 9.1 2361.6 * 1 1725 210 0. .0 2353.9

1 0050 11 2. .2 2354.1 * 1 0910 111 42. 8.8 2361.4 * 1 1730 211 0. .0 2353.9

1 0055 12 2. .3 2354.2 * 1 0915 112 41. 8.5 2361.2 * 1 1735 212 0. .0 2353.9

1 0100 13 3. .3 2354.3 * 1 0920 113 41. 8.2 2361.0 * 1 1740 213 0. .0 2353.9

1 0105 14 4. .4 2354.4 * 1 0925 114 40. 7.9 2360.8 * 1 1745 214 0. .0 2353.9

1 0110 15 4. .4 2354.4 * 1 0930 115 39. 7.7 2360.6 * 1 1750 215 0. .0 2353.9

1 0115 16 4. .5 2354.5 * 1 0935 116 38. 7.4 2360.4 * 1 1755 216 0. .0 2353.9

1 0120 17 5. .5 2354.5 * 1 0940 117 38. 7.1 2360.3 * 1 1800 217 0. .0 2353.9

1 0125 18 5. .6 2354.6 * 1 0945 118 37. 6.9 2360.1 * 1 1805 218 0. .0 2353.9

1 0130 19 6. .6 2354.7 * 1 0950 119 36. 6.6 2359.9 * 1 1810 219 0. .0 2353.9

1 0135 20 7. .7 2354.8 * 1 0955 120 36. 6.4 2359.7 * 1 1815 220 0. .0 2353.9

1 0140 21 7. .8 2354.9 * 1 1000 121 35. 6.1 2359.6 * 1 1820 221 0. .0 2353.9

1 0145 22 8. .9 2355.0 * 1 1005 122 35. 5.9 2359.4 * 1 1825 222 0. .0 2353.9

1 0150 23 10. 1.0 2355.1 * 1 1010 123 34. 5.6 2359.2 * 1 1830 223 0. .0 2353.9

1 0155 24 11. 1.2 2355.3 * 1 1015 124 33. 5.4 2359.1 * 1 1835 224 0. .0 2353.9

1 0200 25 12. 1.3 2355.5 * 1 1020 125 33. 5.2 2358.9 * 1 1840 225 0. .0 2353.9

1 0205 26 13. 1.5 2355.6 * 1 1025 126 32. 5.0 2358.7 * 1 1845 226 0. .0 2353.9

1 0210 27 15. 1.6 2355.8 * 1 1030 127 31. 4.7 2358.6 * 1 1850 227 0. .0 2353.9

1 0215 28 16. 1.8 2356.0 * 1 1035 128 30. 4.5 2358.4 * 1 1855 228 0. .0 2353.9

1 0220 29 17. 1.9 2356.2 * 1 1040 129 30. 4.3 2358.3 * 1 1900 229 0. .0 2353.9

1 0225 30 18. 2.0 2356.3 * 1 1045 130 29. 4.1 2358.1 * 1 1905 230 0. .0 2353.9

1 0230 31 19. 2.1 2356.4 * 1 1050 131 28. 3.9 2358.0 * 1 1910 231 0. .0 2353.9

1 0235 32 20. 2.2 2356.5 * 1 1055 132 28. 3.7 2357.8 * 1 1915 232 0. .0 2353.9

1 0240 33 20. 2.2 2356.5 * 1 1100 133 27. 3.5 2357.7 * 1 1920 233 0. .0 2353.9

1 0245 34 21. 2.2 2356.6 * 1 1105 134 26. 3.4 2357.6 * 1 1925 234 0. .0 2353.9

1 0250 35 21. 2.3 2356.6 * 1 1110 135 26. 3.2 2357.4 * 1 1930 235 0. .0 2353.9

1 0255 36 22. 2.4 2356.7 * 1 1115 136 25. 3.0 2357.3 * 1 1935 236 0. .0 2353.9

1 0300 37 23. 2.5 2356.9 * 1 1120 137 25. 2.8 2357.2 * 1 1940 237 0. .0 2353.9

1 0305 38 24. 2.7 2357.1 * 1 1125 138 24. 2.7 2357.0 * 1 1945 238 0. .0 2353.9

1 0310 39 25. 3.0 2357.3 * 1 1130 139 23. 2.5 2356.9 * 1 1950 239 0. .0 2353.9

1 0315 40 27. 3.5 2357.7 * 1 1135 140 21. 2.3 2356.7 * 1 1955 240 0. .0 2353.9

1 0320 41 29. 4.1 2358.1 * 1 1140 141 20. 2.2 2356.5 * 1 2000 241 0. .0 2353.9

1 0325 42 32. 5.0 2358.8 * 1 1145 142 19. 2.1 2356.4 * 1 2005 242 0. .0 2353.9

1 0330 43 35. 6.1 2359.6 * 1 1150 143 18. 1.9 2356.2 * 1 2010 243 0. .0 2353.9

1 0335 44 39. 7.5 2360.5 * 1 1155 144 17. 1.8 2356.1 * 1 2015 244 0. .0 2353.9

1 0340 45 43. 9.2 2361.7 * 1 1200 145 16. 1.7 2355.9 * 1 2020 245 0. .0 2353.9

1 0345 46 46. 10.9 2362.8 * 1 1205 146 15. 1.6 2355.8 * 1 2025 246 0. .0 2353.9

1 0350 47 49. 12.5 2363.9 * 1 1210 147 14. 1.5 2355.7 * 1 2030 247 0. .0 2353.9

1 0355 48 52. 14.0 2364.8 * 1 1215 148 13. 1.4 2355.6 * 1 2035 248 0. .0 2353.9

1 0400 49 53. 15.3 2365.6 * 1 1220 149 12. 1.3 2355.5 * 1 2040 249 0. .0 2353.9

1 0405 50 55. 16.3 2366.2 * 1 1225 150 11. 1.3 2355.4 * 1 2045 250 0. .0 2353.9

1 0410 51 56. 17.1 2366.7 * 1 1230 151 11. 1.2 2355.3 * 1 2050 251 0. .0 2353.9

1 0415 52 57. 17.7 2367.0 * 1 1235 152 10. 1.1 2355.2 * 1 2055 252 0. .0 2353.9

1 0420 53 58. 18.1 2367.3 * 1 1240 153 9. 1.0 2355.1 * 1 2100 253 0. .0 2353.9

1 0425 54 58. 18.4 2367.5 * 1 1245 154 9. 1.0 2355.1 * 1 2105 254 0. .0 2353.9

1 0430 55 58. 18.7 2367.6 * 1 1250 155 8. .9 2355.0 * 1 2110 255 0. .0 2353.9

1 0435 56 59. 18.9 2367.8 * 1 1255 156 8. .9 2354.9 * 1 2115 256 0. .0 2353.9

1 0440 57 59. 19.2 2367.9 * 1 1300 157 7. .8 2354.9 * 1 2120 257 0. .0 2353.9

1 0445 58 60. 19.6 2368.2 * 1 1305 158 7. .8 2354.8 * 1 2125 258 0. .0 2353.9

1 0450 59 60. 20.1 2368.5 * 1 1310 159 6. .7 2354.7 * 1 2130 259 0. .0 2353.9

1 0455 60 61. 20.7 2368.8 * 1 1315 160 6. .7 2354.7 * 1 2135 260 0. .0 2353.9

1 0500 61 62. 21.4 2369.2 * 1 1320 161 6. .6 2354.6 * 1 2140 261 0. .0 2353.9

1 0505 62 63. 22.1 2369.6 * 1 1325 162 5. .6 2354.6 * 1 2145 262 0. .0 2353.9

1 0510 63 63. 22.6 2369.9 * 1 1330 163 5. .6 2354.6 * 1 2150 263 0. .0 2353.9

1 0515 64 64. 23.0 2370.1 * 1 1335 164 5. .5 2354.5 * 1 2155 264 0. .0 2353.9

1 0520 65 64. 23.3 2370.2 * 1 1340 165 4. .5 2354.5 * 1 2200 265 0. .0 2353.9

1 0525 66 64. 23.3 2370.3 * 1 1345 166 4. .5 2354.4 * 1 2205 266 0. .0 2353.9

1 0530 67 64. 23.3 2370.3 * 1 1350 167 4. .4 2354.4 * 1 2210 267 0. .0 2353.9

1 0535 68 64. 23.2 2370.2 * 1 1355 168 4. .4 2354.4 * 1 2215 268 0. .0 2353.9

1 0540 69 64. 23.0 2370.1 * 1 1400 169 3. .4 2354.4 * 1 2220 269 0. .0 2353.9

1 0545 70 64. 22.8 2370.0 * 1 1405 170 3. .4 2354.3 * 1 2225 270 0. .0 2353.9

1 0550 71 63. 22.5 2369.8 * 1 1410 171 3. .3 2354.3 * 1 2230 271 0. .0 2353.9

1 0555 72 63. 22.3 2369.7 * 1 1415 172 3. .3 2354.3 * 1 2235 272 0. .0 2353.9

1 0600 73 63. 22.0 2369.5 * 1 1420 173 3. .3 2354.3 * 1 2240 273 0. .0 2353.9

1 0605 74 62. 21.7 2369.4 * 1 1425 174 3. .3 2354.2 * 1 2245 274 0. .0 2353.9

1 0610 75 62. 21.4 2369.2 * 1 1430 175 2. .3 2354.2 * 1 2250 275 0. .0 2353.9

1 0615 76 62. 21.0 2369.0 * 1 1435 176 2. .2 2354.2 * 1 2255 276 0. .0 2353.9

1 0620 77 61. 20.7 2368.8 * 1 1440 177 2. .2 2354.2 * 1 2300 277 0. .0 2353.9

1 0625 78 61. 20.3 2368.6 * 1 1445 178 2. .2 2354.2 * 1 2305 278 0. .0 2353.9

1 0630 79 60. 20.0 2368.4 * 1 1450 179 2. .2 2354.1 * 1 2310 279 0. .0 2353.9

1 0635 80 60. 19.6 2368.1 * 1 1455 180 2. .2 2354.1 * 1 2315 280 0. .0 2353.9

1 0640 81 59. 19.2 2367.9 * 1 1500 181 2. .2 2354.1 * 1 2320 281 0. .0 2353.9

1 0645 82 59. 18.8 2367.7 * 1 1505 182 2. .2 2354.1 * 1 2325 282 0. .0 2353.9

1 0650 83 58. 18.4 2367.5 * 1 1510 183 1. .2 2354.1 * 1 2330 283 0. .0 2353.9

1 0655 84 58. 18.0 2367.2 * 1 1515 184 1. .1 2354.1 * 1 2335 284 0. .0 2353.9

1 0700 85 57. 17.6 2367.0 * 1 1520 185 1. .1 2354.1 * 1 2340 285 0. .0 2353.9

1 0705 86 56. 17.2 2366.8 * 1 1525 186 1. .1 2354.1 * 1 2345 286 0. .0 2353.9

1 0710 87 56. 16.8 2366.5 * 1 1530 187 1. .1 2354.0 * 1 2350 287 0. .0 2353.9

1 0715 88 55. 16.5 2366.3 * 1 1535 188 1. .1 2354.0 * 1 2355 288 0. .0 2353.9

1 0720 89 55. 16.1 2366.1 * 1 1540 189 1. .1 2354.0 * 2 0000 289 0. .0 2353.9

1 0725 90 54. 15.7 2365.9 * 1 1545 190 1. .1 2354.0 * 2 0005 290 0. .0 2353.9

1 0730 91 54. 15.3 2365.6 * 1 1550 191 1. .1 2354.0 * 2 0010 291 0. .0 2353.9

1 0735 92 53. 15.0 2365.4 * 1 1555 192 1. .1 2354.0 * 2 0015 292 0. .0 2353.9

1 0740 93 53. 14.6 2365.2 * 1 1600 193 1. .1 2354.0 * 2 0020 293 0. .0 2353.9

1 0745 94 52. 14.3 2365.0 * 1 1605 194 1. .1 2354.0 * 2 0025 294 0. .0 2353.9

1 0750 95 51. 13.9 2364.7 * 1 1610 195 1. .1 2354.0 * 2 0030 295 0. .0 2353.9

1 0755 96 51. 13.5 2364.5 * 1 1615 196 1. .1 2354.0 * 2 0035 296 0. .0 2353.9

1 0800 97 50. 13.2 2364.3 * 1 1620 197 1. .1 2354.0 * 2 0040 297 0. .0 2353.9

1 0805 98 50. 12.9 2364.1 * 1 1625 198 1. .1 2354.0 * 2 0045 298 0. .0 2353.9

1 0810 99 49. 12.5 2363.9 * 1 1630 199 1. .1 2354.0 * 2 0050 299 0. .0 2353.9

1 0815 100 48. 12.2 2363.6 * 1 1635 200 0. .1 2354.0 * 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)

+ 64. 5.42 54. 19. 18. 18.

(INCHES) .716 1.007 1.007 1.007

(AC-FT) 27. 38. 38. 38.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

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

+ (AC-FT) (HR)

23. 5.42 16. 5. 5. 5.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

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

+ (FEET) (HR)

2370.28 5.42 2366.09 2357.72 2357.58 2357.58

 

CUMULATIVE AREA = .70 SQ MI

 

1

 

PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS

FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES

TIME TO PEAK IN HOURS

 

 

RATIOS APPLIED TO PRECIPITATION

OPERATION STATION AREA PLAN RATIO 1 RATIO 2 RATIO 3 RATIO 4 RATIO 5 RATIO 6

.83 .80 .76 .73 .69 .64

 

HYDROGRAPH AT

+ CH59-C .34 1 FLOW 196. 188. 177. 165. 157. 141.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

DIVERSION TO

+ DFLAM .34 1 FLOW 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ DCH59-C .34 1 FLOW 196. 188. 177. 165. 157. 141.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ FW01 .32 1 FLOW 85. 79. 70. 61. 54. 43.

TIME 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RFW1 .32 1 FLOW 86. 80. 71. 62. 54. 43.

TIME 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ FW02 .24 1 FLOW 79. 74. 67. 59. 54. 44.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW2 .56 1 FLOW 159. 147. 131. 116. 103. 84.

TIME 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW2 .56 1 FLOW 160. 148. 132. 116. 103. 84.

TIME 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ FW03 .25 1 FLOW 146. 139. 129. 120. 113. 100.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW3 .82 1 FLOW 281. 263. 238. 214. 195. 162.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW3 .82 1 FLOW 281. 263. 238. 214. 194. 162.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FW5 .52 1 FLOW 258. 246. 229. 213. 200. 177.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW5 1.34 1 FLOW 535. 504. 462. 420. 389. 334.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

DIVERSION TO

+ DFW11 1.34 1 FLOW 210. 210. 210. 210. 210. 210.

TIME 3.50 3.50 3.58 3.58 3.58 3.67

 

HYDROGRAPH AT

+ DFW5 1.34 1 FLOW 325. 294. 252. 210. 179. 124.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RDFW5 1.34 1 FLOW 321. 292. 251. 209. 179. 124.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CE2EA-C .13 1 FLOW 56. 53. 48. 44. 41. 36.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCE2EA .13 1 FLOW 56. 53. 49. 45. 42. 36.

TIME 4.25 4.25 4.25 4.25 4.25 4.25

 

HYDROGRAPH AT

+ R4C1 .27 1 FLOW 164. 157. 148. 138. 131. 117.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CR4C1 1.74 1 FLOW 501. 461. 408. 354. 314. 242.

TIME 3.92 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCR4C1 1.74 1 FLOW 499. 461. 408. 352. 312. 239.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CE2EC .26 1 FLOW 110. 104. 94. 85. 78. 66.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCE2EC .26 1 FLOW 112. 105. 96. 87. 80. 67.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CE2ED-C .31 1 FLOW 180. 172. 161. 149. 141. 125.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCE2ED-C .58 1 FLOW 282. 267. 246. 225. 210. 182.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

DIVERSION TO

+ DCPS03 .58 1 FLOW 163. 155. 144. 133. 125. 109.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ DCCE2ED .58 1 FLOW 119. 112. 102. 92. 85. 73.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RDCCE2ED .58 1 FLOW 120. 113. 103. 93. 85. 73.

TIME 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ CE3FA .36 1 FLOW 220. 211. 198. 185. 176. 158.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CCE3FA 2.67 1 FLOW 801. 747. 674. 597. 541. 442.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCE3FA 2.67 1 FLOW 801. 747. 673. 596. 541. 441.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ PS01-C .41 1 FLOW 180. 170. 156. 142. 131. 113.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RPS01-C .41 1 FLOW 177. 167. 154. 139. 129. 111.

TIME 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ PS03 .19 1 FLOW 133. 126. 118. 109. 102. 91.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CPS03 .60 1 FLOW 292. 276. 255. 233. 217. 188.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ ED01 .25 1 FLOW 113. 107. 98. 90. 83. 71.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RED01 .25 1 FLOW 114. 108. 99. 90. 84. 72.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ ED02 .31 1 FLOW 155. 147. 136. 125. 117. 102.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ ED11 .24 1 FLOW 106. 100. 92. 83. 77. 66.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ ED12 .20 1 FLOW 116. 110. 103. 95. 90. 79.

TIME 3.67 3.67 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED12 .44 1 FLOW 221. 210. 194. 179. 167. 145.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCED12 .44 1 FLOW 224. 212. 197. 180. 168. 146.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ ED13 .21 1 FLOW 123. 118. 110. 102. 96. 86.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED13 .65 1 FLOW 333. 317. 294. 271. 254. 223.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED13 .65 1 FLOW 332. 315. 293. 270. 252. 221.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

3 COMBINED AT

+ CED02 1.21 1 FLOW 589. 559. 517. 475. 443. 386.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED02 1.21 1 FLOW 585. 555. 514. 471. 439. 381.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCPS03 .00 1 FLOW 163. 155. 144. 133. 125. 109.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RDPS03 .00 1 FLOW 162. 155. 144. 133. 125. 109.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

3 COMBINED AT

+ CCPS03 1.81 1 FLOW 986. 935. 867. 796. 743. 646.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS03 1.81 1 FLOW 984. 932. 865. 792. 738. 638.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ PS06-C .39 1 FLOW 245. 234. 219. 203. 191. 170.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CPS06 2.20 1 FLOW 1176. 1115. 1034. 948. 885. 769.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

2 COMBINED AT

+ CCPS06 4.88 1 FLOW 1965. 1849. 1697. 1535. 1416. 1198.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS06 4.88 1 FLOW 1956. 1840. 1687. 1525. 1406. 1191.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FW09 .25 1 FLOW 162. 155. 146. 136. 129. 116.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

DIVERSION TO

+ DSM .25 1 FLOW 45. 42. 38. 35. 32. 27.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DSPM .25 1 FLOW 117. 113. 108. 102. 98. 90.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RDSPM .25 1 FLOW 115. 112. 106. 101. 97. 89.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CE3FD-C .28 1 FLOW 171. 164. 154. 144. 137. 123.

TIME 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CCE3FD-C .54 1 FLOW 286. 275. 260. 245. 233. 212.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCE3FD .54 1 FLOW 286. 275. 260. 244. 233. 211.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CRCPS06 5.41 1 FLOW 2234. 2107. 1940. 1763. 1632. 1392.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCRCPS06 5.41 1 FLOW 2225. 2098. 1931. 1753. 1622. 1385.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ PS08 .18 1 FLOW 130. 124. 116. 108. 102. 91.

TIME 3.58 3.58 3.58 3.58 3.58 3.67

 

2 COMBINED AT

+ CPS08 5.59 1 FLOW 2299. 2169. 1997. 1816. 1681. 1435.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ ED05-C .44 1 FLOW 225. 215. 201. 186. 175. 155.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RED05-C .44 1 FLOW 225. 214. 200. 185. 176. 154.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCPS08 6.03 1 FLOW 2524. 2383. 2197. 2001. 1856. 1589.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS08 6.03 1 FLOW 2515. 2375. 2187. 1991. 1846. 1585.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ ED10-C .22 1 FLOW 139. 132. 123. 114. 107. 95.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CED10-C 6.25 1 FLOW 2613. 2468. 2275. 2072. 1923. 1647.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED10-C 6.25 1 FLOW 2603. 2458. 2264. 2060. 1911. 1643.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ SA06-C .20 1 FLOW 129. 124. 117. 109. 103. 93.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RSA06-C .20 1 FLOW 130. 124. 117. 109. 104. 93.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ SA08 .22 1 FLOW 164. 157. 148. 139. 132. 119.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA08 .42 1 FLOW 276. 264. 248. 232. 219. 196.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CCSA08 6.67 1 FLOW 2827. 2673. 2467. 2251. 2092. 1799.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCSA08 6.67 1 FLOW 2812. 2657. 2449. 2232. 2076. 1792.

TIME 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ CH14-C .17 1 FLOW 93. 88. 83. 77. 72. 64.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH14-C .17 1 FLOW 93. 89. 83. 77. 73. 65.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK09-C .38 1 FLOW 179. 171. 160. 148. 140. 124.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ COK09-C .55 1 FLOW 270. 258. 241. 224. 211. 187.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCOK09-C .55 1 FLOW 268. 256. 239. 222. 209. 186.

TIME 3.92 3.92 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ OK10 .31 1 FLOW 174. 166. 155. 143. 135. 119.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ COK10 .85 1 FLOW 423. 403. 376. 349. 329. 292.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCOK10 .85 1 FLOW 422. 403. 376. 349. 328. 291.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK11-C .31 1 FLOW 145. 139. 129. 119. 112. 99.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ 1COK11C 1.16 1 FLOW 567. 542. 505. 468. 440. 389.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ COK11C 7.83 1 FLOW 3380. 3199. 2954. 2700. 2513. 2175.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCOK11C 7.83 1 FLOW 3356. 3172. 2934. 2688. 2508. 2171.

TIME 3.92 3.92 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ WAL1 .21 1 FLOW 117. 111. 103. 94. 88. 77.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RWAL1 .21 1 FLOW 117. 111. 103. 95. 88. 77.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ WAL2 .25 1 FLOW 112. 106. 98. 89. 83. 71.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWAL2 .45 1 FLOW 225. 213. 197. 180. 168. 145.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCWAL2 8.28 1 FLOW 3568. 3374. 3113. 2845. 2653. 2299.

TIME 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCCWAL2 8.28 1 FLOW 3540. 3355. 3100. 2839. 2650. 2293.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH50 .26 1 FLOW 143. 137. 129. 121. 115. 103.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH50 8.54 1 FLOW 3680. 3489. 3226. 2957. 2762. 2394.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH15-C .24 1 FLOW 145. 138. 129. 120. 113. 100.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCH15-C .24 1 FLOW 145. 139. 130. 121. 114. 101.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH18-C .29 1 FLOW 170. 162. 151. 139. 131. 115.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CCH18-C .53 1 FLOW 298. 284. 264. 245. 230. 203.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH18-C .53 1 FLOW 297. 283. 264. 244. 229. 202.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ AL92 .43 1 FLOW 151. 142. 130. 117. 108. 92.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DAL93 .43 1 FLOW 59. 55. 50. 45. 42. 36.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DAL92 .43 1 FLOW 93. 87. 80. 72. 66. 56.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDAL92 .43 1 FLOW 92. 87. 79. 71. 66. 56.

TIME 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ AL95-C .19 1 FLOW 87. 82. 75. 68. 63. 54.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CAL95 .62 1 FLOW 157. 148. 135. 122. 112. 95.

TIME 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCAL95-C .62 1 FLOW 157. 148. 135. 122. 112. 95.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCCH18-C 1.15 1 FLOW 454. 430. 398. 365. 340. 295.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCCH18C 1.15 1 FLOW 450. 427. 394. 360. 337. 293.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ CH22-C .23 1 FLOW 145. 140. 132. 123. 117. 106.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH22 1.38 1 FLOW 594. 565. 524. 483. 453. 396.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCCH22 9.92 1 FLOW 4258. 4029. 3716. 3403. 3181. 2764.

TIME 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCCCH22 9.92 1 FLOW 4229. 4004. 3703. 3395. 3174. 2752.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH51 .24 1 FLOW 132. 126. 118. 110. 104. 93.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH51 .24 1 FLOW 132. 126. 118. 110. 104. 93.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH52-C .31 1 FLOW 205. 197. 186. 174. 166. 150.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CCH52 10.47 1 FLOW 4519. 4283. 3965. 3640. 3407. 2962.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH52 10.47 1 FLOW 4518. 4280. 3963. 3636. 3403. 2957.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH56-A .14 1 FLOW 87. 83. 78. 72. 68. 61.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH56A 10.61 1 FLOW 4583. 4343. 4021. 3691. 3454. 3003.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH56A 10.61 1 FLOW 4581. 4341. 4019. 3688. 3451. 3000.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH56-B .24 1 FLOW 118. 112. 104. 96. 90. 80.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ DFLAM .00 1 FLOW 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RDFLAM .00 1 FLOW 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ CH60-A .38 1 FLOW 208. 199. 186. 173. 163. 145.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCH60A .38 1 FLOW 208. 199. 186. 173. 163. 145.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CCH56B 11.23 1 FLOW 4879. 4626. 4285. 3935. 3684. 3207.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH56B 11.23 1 FLOW 4878. 4624. 4283. 3933. 3682. 3204.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH63-A .11 1 FLOW 72. 69. 64. 59. 55. 49.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CCH63A 11.34 1 FLOW 4916. 4660. 4317. 3964. 3711. 3230.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH63A 11.34 1 FLOW 4914. 4658. 4313. 3960. 3705. 3224.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH63-B .15 1 FLOW 119. 113. 106. 98. 92. 82.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CCH63B 11.49 1 FLOW 4958. 4700. 4353. 3997. 3740. 3255.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH63B 11.49 1 FLOW 4954. 4696. 4347. 3989. 3732. 3247.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH68-A .29 1 FLOW 165. 157. 146. 135. 127. 112.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH68A 11.79 1 FLOW 5081. 4817. 4460. 4094. 3831. 3334.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH68A 11.79 1 FLOW 5078. 4814. 4456. 4089. 3826. 3329.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH67-A .33 1 FLOW 153. 145. 133. 121. 113. 97.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH67A 12.12 1 FLOW 5196. 4926. 4560. 4184. 3914. 3406.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH67A 12.12 1 FLOW 5184. 4914. 4543. 4165. 3893. 3384.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH64-A .30 1 FLOW 139. 132. 123. 114. 107. 94.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCH64-A .30 1 FLOW 140. 133. 124. 114. 107. 95.

TIME 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ FR04-A .25 1 FLOW 131. 124. 115. 105. 98. 86.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR04A .55 1 FLOW 223. 212. 196. 180. 167. 146.

TIME 4.00 4.00 4.00 4.00 4.00 4.08

 

2 COMBINED AT

+ CCFR04A 12.67 1 FLOW 5407. 5125. 4739. 4344. 4060. 3529.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCFR04A 12.67 1 FLOW 5395. 5114. 4727. 4330. 4044. 3514.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FR03-A .23 1 FLOW 100. 94. 86. 78. 73. 62.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR03A 12.91 1 FLOW 5474. 5188. 4795. 4392. 4102. 3563.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCFR03A 12.91 1 FLOW 5461. 5174. 4779. 4374. 4083. 3553.

TIME 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ SA10-2 .20 1 FLOW 95. 91. 85. 79. 74. 66.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA10-1 .28 1 FLOW 135. 129. 121. 113. 107. 95.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CSA10-1 .48 1 FLOW 230. 220. 206. 192. 181. 161.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA10-1 .48 1 FLOW 229. 219. 205. 191. 180. 160.

TIME 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ SA11 .40 1 FLOW 230. 221. 208. 195. 185. 167.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

2 COMBINED AT

+ CSA11 .88 1 FLOW 452. 433. 406. 379. 359. 322.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA11 .88 1 FLOW 451. 431. 405. 378. 358. 321.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA13-CB .12 1 FLOW 78. 75. 71. 66. 62. 56.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA13-CB .99 1 FLOW 506. 484. 455. 424. 402. 360.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA13-C .99 1 FLOW 504. 482. 452. 423. 400. 359.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FR01B .07 1 FLOW 46. 44. 41. 38. 36. 32.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFR01B 1.06 1 FLOW 537. 513. 482. 449. 425. 380.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR01B 1.06 1 FLOW 534. 511. 479. 448. 424. 380.

TIME 3.92 3.92 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA13-CC .11 1 FLOW 79. 75. 71. 67. 63. 57.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA13-CC 1.17 1 FLOW 593. 568. 533. 497. 470. 421.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA13-C 1.17 1 FLOW 592. 567. 532. 496. 469. 419.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR02A .11 1 FLOW 75. 72. 67. 62. 58. 52.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFR02A 1.28 1 FLOW 641. 614. 576. 536. 507. 454.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR02A 1.28 1 FLOW 641. 613. 575. 536. 507. 453.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR02B .04 1 FLOW 28. 26. 24. 22. 21. 18.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CFR02B 1.32 1 FLOW 653. 625. 586. 546. 516. 461.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA14A .13 1 FLOW 88. 84. 78. 73. 68. 60.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA14A 1.45 1 FLOW 705. 675. 631. 587. 554. 495.

TIME 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCSA14A 1.45 1 FLOW 704. 673. 630. 586. 554. 495.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA13-CA .25 1 FLOW 127. 122. 115. 107. 102. 92.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RSA13-CA .25 1 FLOW 127. 122. 115. 107. 102. 92.

TIME 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ FW40A .12 1 FLOW 60. 56. 52. 47. 43. 37.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW40A .36 1 FLOW 156. 149. 140. 130. 123. 110.

TIME 4.08 4.08 4.08 4.08 4.08 4.08

 

DIVERSION TO

+ DFW40AE .36 1 FLOW 128. 122. 115. 107. 101. 90.

TIME 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ DFW40AN .36 1 FLOW 28. 27. 25. 23. 22. 20.

TIME 4.08 4.08 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RDFW40AN .36 1 FLOW 28. 27. 25. 24. 22. 20.

TIME 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ SA14B .06 1 FLOW 46. 44. 41. 38. 36. 32.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA14B 1.87 1 FLOW 750. 717. 671. 624. 590. 527.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCSA14B 1.87 1 FLOW 749. 716. 671. 624. 590. 526.

TIME 3.83 3.83 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR01A .18 1 FLOW 90. 86. 80. 74. 70. 62.

TIME 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RFR01A .18 1 FLOW 91. 87. 81. 75. 71. 63.

TIME 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FR02C .26 1 FLOW 123. 117. 108. 99. 92. 80.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR02C .44 1 FLOW 192. 182. 169. 155. 145. 126.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RFR02C .44 1 FLOW 191. 181. 167. 153. 144. 125.

TIME 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ SA14C .06 1 FLOW 51. 49. 46. 43. 41. 37.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA14C 2.37 1 FLOW 961. 918. 858. 797. 751. 667.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA14C 2.37 1 FLOW 961. 918. 858. 796. 750. 666.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA16A .06 1 FLOW 44. 42. 39. 37. 34. 31.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA16A 2.43 1 FLOW 983. 938. 877. 814. 767. 681.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16A 2.43 1 FLOW 982. 938. 877. 814. 767. 680.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DFW40AE .00 1 FLOW 128. 122. 115. 107. 101. 90.

TIME 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FW41A .16 1 FLOW 68. 64. 58. 53. 49. 41.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW41A .16 1 FLOW 181. 171. 159. 146. 137. 121.

TIME 3.83 3.83 3.83 3.92 3.92 4.00

 

DIVERSION TO

+ DFW41AE .16 1 FLOW 115. 109. 101. 93. 87. 76.

TIME 3.83 3.83 3.83 3.92 3.92 4.00

 

HYDROGRAPH AT

+ DFW41AN .16 1 FLOW 65. 62. 58. 53. 50. 44.

TIME 3.83 3.83 3.83 3.92 3.92 4.00

 

ROUTED TO

+ RDFW41AN .16 1 FLOW 65. 62. 57. 53. 50. 44.

TIME 3.92 3.92 3.92 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA16B .06 1 FLOW 42. 40. 37. 34. 32. 28.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA16B 2.65 1 FLOW 1069. 1020. 953. 884. 833. 738.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16B 2.65 1 FLOW 1069. 1020. 952. 883. 832. 737.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA16C .06 1 FLOW 49. 47. 43. 40. 38. 34.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA16C 2.71 1 FLOW 1092. 1042. 973. 903. 850. 753.

TIME 3.83 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR03-B .06 1 FLOW 49. 47. 43. 40. 38. 34.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CFR03B 2.78 1 FLOW 1117. 1066. 994. 922. 868. 770.

TIME 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR03B 2.78 1 FLOW 1117. 1065. 994. 921. 867. 768.

TIME 3.83 3.83 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR03-C .04 1 FLOW 26. 25. 23. 22. 21. 18.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CCFR03 15.72 1 FLOW 6565. 6228. 5765. 5291. 4948. 4312.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ AL96-C .18 1 FLOW 123. 118. 111. 104. 99. 90.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RAL96 .18 1 FLOW 123. 118. 112. 105. 99. 90.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ DAL93 .00 1 FLOW 59. 55. 50. 45. 42. 36.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDAL93 .00 1 FLOW 59. 55. 50. 46. 42. 36.

TIME 4.25 4.33 4.33 4.33 4.33 4.33

 

HYDROGRAPH AT

+ AL93-C .52 1 FLOW 304. 291. 271. 251. 237. 210.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CAL93 .70 1 FLOW 434. 413. 385. 357. 335. 297.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ 1-GOLF .36 1 FLOW 185. 175. 162. 148. 137. 119.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ R1-GOLF .36 1 FLOW 186. 176. 162. 148. 138. 119.

TIME 3.75 3.75 3.75 3.75 3.75 3.83

 

HYDROGRAPH AT

+ 2a-OAK-C .31 1 FLOW 167. 159. 147. 135. 125. 109.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ C2a-OAK .68 1 FLOW 349. 331. 306. 280. 260. 226.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RC2a-OAK .68 1 FLOW 351. 332. 306. 280. 260. 225.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ 3-ELP-C .21 1 FLOW 137. 130. 121. 112. 106. 93.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ C3-ELP-C .88 1 FLOW 450. 426. 394. 362. 337. 293.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RC3-ELPC .88 1 FLOW 449. 425. 393. 360. 336. 291.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ 3a-OAK-C .43 1 FLOW 219. 206. 190. 173. 160. 138.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ C3a-OAKC 1.32 1 FLOW 646. 610. 562. 512. 476. 410.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RC3aOAKC 1.32 1 FLOW 638. 603. 554. 504. 469. 406.

TIME 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ 3-HOLM-C .33 1 FLOW 194. 185. 173. 160. 151. 133.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ R3-HOLMC .33 1 FLOW 194. 185. 173. 160. 150. 133.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ 5-OAK-C .23 1 FLOW 138. 131. 121. 111. 104. 91.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ C5-OAK-C .56 1 FLOW 323. 307. 286. 263. 247. 217.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ OAKEYIN 1.88 1 FLOW 952. 902. 833. 762. 710. 615.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ OAKEYDB 1.88 1 FLOW 30. 29. 29. 28. 28. 27.

TIME 6.42 6.42 6.42 6.42 6.42 6.42

 

** PEAK STAGES IN FEET **

1 STAGE 42.77 42.34 41.69 40.97 40.44 39.38

TIME 6.50 6.50 6.42 6.42 6.42 6.42

 

ROUTED TO

+ OAKEYOT 1.88 1 FLOW 30. 29. 29. 28. 28. 27.

TIME 6.67 6.58 6.58 6.58 6.58 6.58

 

HYDROGRAPH AT

+ SA01-C .26 1 FLOW 181. 174. 164. 153. 145. 131.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RSA01-C .26 1 FLOW 183. 176. 166. 155. 148. 133.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA05 .18 1 FLOW 119. 114. 107. 100. 95. 85.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA05 .44 1 FLOW 281. 269. 253. 236. 224. 200.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCSA05 .44 1 FLOW 278. 267. 250. 233. 220. 198.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ SA06 .08 1 FLOW 67. 64. 60. 56. 54. 48.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA06 .52 1 FLOW 313. 300. 281. 262. 248. 222.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ OK06-C .17 1 FLOW 111. 106. 99. 92. 86. 77.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ ROK06-C .17 1 FLOW 111. 106. 99. 92. 87. 77.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK07 .24 1 FLOW 120. 114. 105. 96. 90. 78.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ COK07 .93 1 FLOW 532. 508. 474. 439. 414. 366.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCOK07 .93 1 FLOW 530. 506. 471. 437. 411. 364.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ OK03-C .36 1 FLOW 223. 213. 198. 184. 173. 153.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ ROK03-C .36 1 FLOW 223. 212. 197. 183. 172. 153.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK04-C .20 1 FLOW 89. 84. 77. 70. 65. 56.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ COK04-C 1.49 1 FLOW 838. 798. 743. 687. 645. 568.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCOK04-C 1.49 1 FLOW 832. 793. 737. 680. 639. 567.

TIME 3.83 3.83 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ OK08 .08 1 FLOW 64. 62. 58. 53. 50. 45.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ COK08 1.58 1 FLOW 864. 823. 766. 707. 663. 588.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

2 COMBINED AT

+ CCOK08 3.46 1 FLOW 885. 844. 786. 726. 682. 606.

TIME 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCCOK08 3.46 1 FLOW 875. 835. 781. 724. 681. 604.

TIME 3.83 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH04-C .17 1 FLOW 128. 123. 115. 107. 101. 91.

TIME 3.58 3.58 3.58 3.58 3.67 3.67

 

ROUTED TO

+ RCH04-C .17 1 FLOW 129. 123. 116. 107. 102. 91.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ CH05-C .16 1 FLOW 113. 109. 102. 96. 91. 82.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CCH05-C .34 1 FLOW 242. 231. 218. 203. 193. 173.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCCH05-C .34 1 FLOW 238. 227. 212. 201. 190. 168.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH09-C .38 1 FLOW 230. 220. 205. 191. 180. 160.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH09-C .72 1 FLOW 467. 446. 417. 391. 369. 328.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCH09-C .72 1 FLOW 464. 443. 415. 388. 366. 325.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH10 .28 1 FLOW 217. 208. 195. 182. 172. 154.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CCH10 1.00 1 FLOW 651. 622. 583. 541. 512. 455.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCCH10 1.00 1 FLOW 643. 614. 575. 534. 504. 448.

TIME 3.67 3.67 3.67 3.67 3.67 3.75

 

HYDROGRAPH AT

+ OK12 .05 1 FLOW 47. 46. 43. 41. 39. 35.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ COK12 4.50 1 FLOW 1489. 1419. 1322. 1224. 1152. 1020.

TIME 3.75 3.75 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RCOK12 4.50 1 FLOW 1479. 1412. 1317. 1223. 1151. 1019.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH14B .22 1 FLOW 126. 120. 112. 104. 98. 87.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH14B 4.72 1 FLOW 1603. 1528. 1423. 1321. 1243. 1101.

TIME 3.75 3.75 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH14B 4.72 1 FLOW 1598. 1525. 1421. 1319. 1240. 1097.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ OK13 .10 1 FLOW 61. 59. 55. 51. 48. 43.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ COK13 4.82 1 FLOW 1656. 1581. 1474. 1368. 1287. 1138.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCOK13 4.82 1 FLOW 1653. 1577. 1469. 1363. 1280. 1131.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ R1 .09 1 FLOW 62. 59. 55. 51. 48. 43.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ PR1 .09 1 FLOW 41. 39. 37. 34. 32. 28.

TIME 3.75 3.75 3.75 3.83 3.83 3.83

 

** PEAK STAGES IN FEET **

1 STAGE 11.75 11.67 11.56 11.45 11.37 11.22

TIME 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RPR1 .09 1 FLOW 41. 40. 37. 34. 32. 28.

TIME 3.92 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ R3 .28 1 FLOW 178. 170. 159. 148. 139. 123.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ R2 .05 1 FLOW 31. 30. 28. 26. 24. 21.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CR2 .41 1 FLOW 234. 223. 208. 192. 181. 160.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

DIVERSION TO

+ DAL00A .41 1 FLOW 84. 73. 58. 42. 31. 10.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ DCR2 .41 1 FLOW 150. 150. 150. 150. 150. 150.

TIME 3.50 3.50 3.50 3.58 3.58 3.67

 

ROUTED TO

+ RDCR2 .41 1 FLOW 151. 150. 151. 151. 150. 150.

TIME 3.58 3.67 3.67 3.67 3.67 3.75

 

HYDROGRAPH AT

+ AL01A .12 1 FLOW 81. 78. 72. 67. 63. 56.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CAL01A .53 1 FLOW 231. 228. 223. 218. 214. 203.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCAL01A .53 1 FLOW 231. 228. 223. 217. 211. 200.

TIME 3.67 3.67 3.67 3.67 3.67 3.75

 

HYDROGRAPH AT

+ US .03 1 FLOW 23. 22. 21. 19. 18. 16.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CUS .56 1 FLOW 250. 246. 240. 233. 226. 212.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ AL04-C .18 1 FLOW 103. 98. 91. 85. 79. 70.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RAL04-C .18 1 FLOW 102. 98. 91. 84. 79. 70.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCUS .74 1 FLOW 349. 340. 327. 313. 302. 279.

TIME 3.67 3.67 3.67 3.67 3.67 3.75

 

ROUTED TO

+ RCCUS .74 1 FLOW 345. 335. 322. 308. 298. 278.

TIME 3.67 3.67 3.67 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL05-C .23 1 FLOW 132. 126. 117. 108. 102. 90.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ GS .04 1 FLOW 28. 27. 25. 23. 22. 19.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

DIVERSION TO

+ DGSR .04 1 FLOW 1. 0. 0. 0. 0. 0.

TIME 3.58 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ DGS .04 1 FLOW 27. 27. 25. 23. 22. 19.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CAL05-C 1.01 1 FLOW 496. 479. 457. 432. 414. 381.

TIME 3.67 3.67 3.67 3.75 3.75 3.75

 

ROUTED TO

+ RCAL05-C 1.01 1 FLOW 493. 477. 455. 431. 413. 378.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BR3 .07 1 FLOW 61. 58. 55. 51. 48. 43.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CBR3 1.08 1 FLOW 532. 513. 487. 458. 438. 400.

TIME 3.67 3.67 3.67 3.67 3.75 3.75

 

ROUTED TO

+ RCBR3 1.08 1 FLOW 526. 508. 484. 458. 437. 398.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL09-C .16 1 FLOW 108. 103. 96. 89. 84. 74.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RAL09-C .16 1 FLOW 109. 104. 97. 89. 84. 74.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DGSR .00 1 FLOW 1. 0. 0. 0. 0. 0.

TIME 3.58 .00 .00 .00 .00 .00

 

ROUTED TO

+ RDGSR .00 1 FLOW 0. 0. 0. 0. 0. 0.

TIME 4.42 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ AL11-C .13 1 FLOW 93. 89. 84. 78. 74. 67.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

4 COMBINED AT

+ CAL11-C 1.38 1 FLOW 725. 698. 661. 623. 593. 537.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCAL11-C 1.38 1 FLOW 722. 695. 657. 618. 587. 529.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL10-C .05 1 FLOW 33. 32. 30. 28. 26. 23.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CAL10-C 1.42 1 FLOW 750. 722. 683. 642. 610. 549.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCAL10-C 1.42 1 FLOW 747. 719. 679. 637. 605. 544.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL13-3 .06 1 FLOW 46. 44. 41. 38. 36. 32.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CAL13-3 1.48 1 FLOW 774. 744. 703. 660. 626. 562.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL14 .46 1 FLOW 247. 237. 223. 208. 197. 176.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RAL14 .46 1 FLOW 246. 236. 221. 206. 195. 175.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ AL16 .15 1 FLOW 95. 91. 85. 79. 75. 67.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ 1CAL16 2.09 1 FLOW 1084. 1041. 980. 918. 869. 785.

TIME 3.75 3.75 3.75 3.75 3.75 3.83

 

HYDROGRAPH AT

+ AL09 .10 1 FLOW 62. 59. 55. 51. 48. 42.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RAL09 .10 1 FLOW 62. 59. 55. 51. 48. 42.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH14A .15 1 FLOW 82. 78. 73. 67. 63. 55.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH14A .25 1 FLOW 144. 137. 128. 118. 111. 97.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCH14A .25 1 FLOW 143. 136. 126. 116. 109. 96.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CAL16 2.33 1 FLOW 1226. 1176. 1107. 1034. 979. 879.

TIME 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RCAL16 2.33 1 FLOW 1221. 1171. 1101. 1028. 974. 878.

TIME 3.75 3.75 3.75 3.75 3.83 3.83

 

2 COMBINED AT

+ CCAL16 7.15 1 FLOW 2860. 2736. 2562. 2388. 2254. 2009.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCAL16 7.15 1 FLOW 2857. 2734. 2560. 2385. 2250. 2005.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ AL90-C .17 1 FLOW 108. 103. 97. 90. 85. 75.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CAL90-C 7.32 1 FLOW 2954. 2827. 2647. 2466. 2327. 2073.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCAL90-C 7.32 1 FLOW 2950. 2822. 2641. 2460. 2320. 2064.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ MEDB .23 1 FLOW 145. 138. 127. 116. 108. 94.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ MEADOWIN 7.55 1 FLOW 3028. 2896. 2710. 2523. 2379. 2115.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ MEADOWDB 7.55 1 FLOW 1235. 1191. 1131. 1070. 1023. 933.

TIME 5.33 5.33 5.33 5.33 5.33 5.33

 

** PEAK STAGES IN FEET **

1 STAGE 2109.86 2109.40 2108.76 2108.12 2107.63 2106.75

TIME 5.33 5.33 5.33 5.33 5.33 5.33

 

ROUTED TO

+ MEADOWOT 7.55 1 FLOW 1235. 1191. 1131. 1069. 1022. 932.

TIME 5.42 5.42 5.42 5.42 5.42 5.42

 

HYDROGRAPH AT

+ DAL00A .00 1 FLOW 84. 73. 58. 42. 31. 10.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RDAL00A .00 1 FLOW 81. 71. 56. 41. 28. 5.

TIME 3.75 3.75 3.75 3.75 3.75 3.92

 

HYDROGRAPH AT

+ AL00A .47 1 FLOW 276. 263. 246. 228. 214. 190.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL00A-C .23 1 FLOW 158. 151. 142. 133. 125. 112.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ RAINBWIN .70 1 FLOW 508. 479. 437. 395. 362. 298.

TIME 3.75 3.75 3.75 3.75 3.75 3.67

 

ROUTED TO

+ RAINBWDB .70 1 FLOW 76. 75. 72. 70. 68. 64.

TIME 5.50 5.50 5.50 5.42 5.42 5.42

 

** PEAK STAGES IN FEET **

1 STAGE 2376.39 2375.58 2374.47 2373.28 2372.30 2370.28

TIME 5.50 5.50 5.50 5.42 5.42 5.42

 

ROUTED TO

+ RAINBWOT .70 1 FLOW 76. 75. 72. 70. 68. 64.

TIME 5.50 5.50 5.50 5.50 5.42 5.42

 

HYDROGRAPH AT

+ LC01-C .09 1 FLOW 59. 56. 52. 49. 46. 41.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CLC01-C .79 1 FLOW 113. 109. 103. 97. 93. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCLC01-C .79 1 FLOW 113. 109. 104. 97. 93. 85.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WA02-C .27 1 FLOW 166. 158. 148. 137. 129. 115.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CWA02-C 1.06 1 FLOW 276. 264. 248. 232. 219. 197.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ AL01B-C .37 1 FLOW 200. 191. 178. 164. 154. 136.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCWA02-C 1.43 1 FLOW 476. 455. 426. 396. 374. 333.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCWA02C 1.43 1 FLOW 468. 448. 419. 392. 369. 329.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LC11-C .38 1 FLOW 227. 217. 203. 188. 177. 157.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CLC11-C 1.81 1 FLOW 693. 662. 619. 573. 542. 479.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCLC11-C 1.81 1 FLOW 685. 655. 612. 571. 538. 478.

TIME 3.75 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LC14-C .32 1 FLOW 170. 162. 151. 140. 132. 116.

TIME 3.75 3.75 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CLC14-C 2.13 1 FLOW 855. 817. 763. 711. 669. 595.

TIME 3.75 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ WA10-C .45 1 FLOW 223. 212. 196. 180. 168. 146.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

DIVERSION TO

+ WA10NW .45 1 FLOW 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ WA10D .45 1 FLOW 223. 212. 196. 180. 168. 146.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RWA10D .45 1 FLOW 220. 209. 193. 178. 165. 143.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCLC14-C 2.58 1 FLOW 1076. 1024. 954. 887. 833. 737.

TIME 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RCCLC14 2.58 1 FLOW 1076. 1023. 954. 886. 833. 735.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CRMEDET 10.13 1 FLOW 1962. 1879. 1769. 1657. 1570. 1417.

TIME 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCRMEDET 10.13 1 FLOW 1955. 1874. 1767. 1655. 1570. 1414.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LC16-C .31 1 FLOW 162. 154. 142. 131. 122. 106.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ OG011AC2 .12 1 FLOW 90. 86. 80. 75. 71. 63.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

DIVERSION TO

+ OG011D .12 1 FLOW 45. 41. 35. 30. 26. 18.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ OG011AD .12 1 FLOW 45. 45. 45. 45. 45. 45.

TIME 3.33 3.33 3.42 3.42 3.42 3.50

 

ROUTED TO

+ ROG011AD .12 1 FLOW 46. 46. 47. 46. 46. 46.

TIME 3.50 3.58 3.58 3.58 3.67 3.67

 

HYDROGRAPH AT

+ WA01-C .19 1 FLOW 120. 114. 106. 97. 91. 80.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CWA01-C .31 1 FLOW 164. 158. 150. 143. 137. 126.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RWA01 .31 1 FLOW 167. 161. 154. 145. 138. 125.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ WA04-C .20 1 FLOW 87. 82. 76. 70. 65. 56.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CWA04-C .51 1 FLOW 253. 244. 230. 215. 203. 181.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCWA04 .51 1 FLOW 251. 238. 228. 212. 199. 177.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ WA09-C .10 1 FLOW 60. 57. 53. 49. 47. 41.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWA09-C .61 1 FLOW 303. 287. 273. 255. 239. 213.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCWA09 .61 1 FLOW 302. 287. 273. 254. 238. 211.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ WA10NW .00 1 FLOW 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00

 

2 COMBINED AT

+ CWA10NW .61 1 FLOW 302. 287. 273. 254. 238. 211.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCWA10NW .61 1 FLOW 298. 284. 267. 249. 234. 209.

TIME 3.92 3.92 3.92 4.00 4.00 4.00

 

HYDROGRAPH AT

+ WA13-C .33 1 FLOW 212. 202. 188. 173. 163. 144.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CWA13-C .95 1 FLOW 439. 417. 388. 359. 335. 295.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

DIVERSION TO

+ WA13NW .95 1 FLOW 173. 164. 153. 141. 132. 116.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ WA13D .95 1 FLOW 266. 253. 235. 217. 203. 179.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RWA13D .95 1 FLOW 264. 251. 235. 217. 202. 177.

TIME 3.83 3.92 3.92 3.92 3.92 4.00

 

2 COMBINED AT

+ CLC16-C 1.26 1 FLOW 417. 395. 365. 335. 312. 271.

TIME 3.75 3.75 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCLC16-C 11.39 1 FLOW 2350. 2246. 2110. 1970. 1861. 1670.

TIME 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCCLC16 11.39 1 FLOW 2337. 2236. 2105. 1968. 1860. 1668.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LC20-C .17 1 FLOW 91. 87. 81. 75. 71. 63.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CLC20-C 11.56 1 FLOW 2423. 2317. 2182. 2038. 1927. 1727.

TIME 3.92 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCLC20-C 11.56 1 FLOW 2421. 2316. 2177. 2034. 1921. 1719.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCAL93 12.27 1 FLOW 2806. 2679. 2510. 2341. 2210. 1974.

TIME 3.92 3.92 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCAL93 12.27 1 FLOW 2796. 2669. 2504. 2333. 2201. 1960.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LC21 .60 1 FLOW 336. 323. 304. 285. 271. 245.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CLC21 12.87 1 FLOW 3125. 2985. 2802. 2613. 2467. 2200.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

DIVERSION TO

+ DLVOE 12.87 1 FLOW 255. 115. 0. 0. 0. 0.

TIME 4.00 4.00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ DCLC21 12.87 1 FLOW 2870. 2870. 2802. 2613. 2467. 2200.

TIME 3.83 3.92 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RDCLC21 12.87 1 FLOW 2870. 2870. 2791. 2600. 2453. 2189.

TIME 4.08 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ V1-C .28 1 FLOW 176. 168. 157. 146. 138. 123.

TIME 3.67 3.67 3.67 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH59-C .34 1 FLOW 196. 188. 177. 165. 157. 141.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

DIVERSION TO

+ DFLAM .34 1 FLOW 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ DCH59-C .34 1 FLOW 196. 188. 177. 165. 157. 141.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

DIVERSION TO

+ DBN03 .34 1 FLOW 29. 21. 10. 0. 0. 0.

TIME 3.83 3.83 3.83 .00 .00 .00

 

HYDROGRAPH AT

+ DDCH59-C .34 1 FLOW 167. 167. 167. 165. 157. 141.

TIME 3.67 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RDDCH59 .34 1 FLOW 168. 168. 168. 165. 156. 141.

TIME 3.75 3.83 3.83 3.92 3.92 3.92

 

3 COMBINED AT

+ CV1-C 13.49 1 FLOW 3178. 3157. 3069. 2863. 2703. 2409.

TIME 3.92 3.92 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCV1-C 13.49 1 FLOW 3171. 3156. 3060. 2854. 2694. 2398.

TIME 3.92 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ X-C1 .28 1 FLOW 181. 173. 161. 149. 141. 124.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CX-C1 13.77 1 FLOW 3289. 3254. 3152. 2939. 2774. 2469.

TIME 3.92 3.92 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCX-C1 13.77 1 FLOW 3280. 3253. 3142. 2929. 2764. 2459.

TIME 3.92 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ M .27 1 FLOW 139. 132. 123. 114. 107. 95.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RM .27 1 FLOW 140. 134. 124. 115. 108. 95.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ N-C .26 1 FLOW 130. 123. 114. 105. 98. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CN-C 14.30 1 FLOW 3537. 3492. 3364. 3135. 2956. 2626.

TIME 3.92 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCN-C 14.30 1 FLOW 3524. 3488. 3347. 3117. 2937. 2620.

TIME 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ P-C .31 1 FLOW 146. 138. 127. 117. 109. 94.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CP-C 14.61 1 FLOW 3651. 3605. 3455. 3216. 3030. 2692.

TIME 3.92 4.00 4.00 4.00 4.00 4.08

 

ROUTED TO

+ RCP-C 14.61 1 FLOW 3646. 3597. 3435. 3199. 3019. 2688.

TIME 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ Q-C .26 1 FLOW 109. 102. 94. 86. 80. 68.

TIME 3.75 3.75 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CQ-C 14.86 1 FLOW 3741. 3686. 3518. 3268. 3082. 2743.

TIME 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCQ-C 14.86 1 FLOW 3733. 3663. 3511. 3264. 3076. 2730.

TIME 4.00 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ LVW01-C .24 1 FLOW 92. 87. 79. 72. 67. 57.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CLVW01-C 15.10 1 FLOW 3819. 3742. 3580. 3326. 3134. 2780.

TIME 4.00 4.00 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ DLVOE .00 1 FLOW 255. 115. 0. 0. 0. 0.

TIME 4.00 4.00 .00 .00 .00 .00

 

ROUTED TO

+ RDLVOE .00 1 FLOW 250. 108. 0. 0. 0. 0.

TIME 4.08 4.08 .00 .00 .00 .00

 

HYDROGRAPH AT

+ H-C1 .29 1 FLOW 197. 189. 177. 164. 155. 138.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CH-C1 .29 1 FLOW 343. 197. 177. 164. 155. 138.

TIME 4.08 4.08 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCH-C1 .29 1 FLOW 324. 195. 176. 164. 155. 139.

TIME 4.17 4.25 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ E-C .61 1 FLOW 287. 272. 251. 229. 213. 185.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CE-C .90 1 FLOW 507. 460. 427. 394. 369. 323.

TIME 4.17 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCE-C .90 1 FLOW 497. 452. 418. 385. 361. 316.

TIME 4.17 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ G .23 1 FLOW 90. 85. 77. 70. 65. 55.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CG 1.13 1 FLOW 562. 536. 494. 454. 426. 371.

TIME 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RCG 1.13 1 FLOW 563. 538. 486. 457. 427. 370.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ K-C1 .32 1 FLOW 120. 113. 103. 94. 87. 74.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CK-C1 1.45 1 FLOW 682. 650. 588. 550. 513. 444.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCK-C1 1.45 1 FLOW 674. 640. 584. 549. 507. 438.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCLVW01C 16.56 1 FLOW 4475. 4361. 4114. 3817. 3596. 3186.

TIME 4.00 4.00 4.00 4.08 4.08 4.08

 

ROUTED TO

+ RCCLVW01 16.56 1 FLOW 4477. 4361. 4113. 3822. 3599. 3187.

TIME 4.08 4.08 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ BN06-C .34 1 FLOW 237. 225. 209. 193. 181. 159.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ BN03-C .41 1 FLOW 207. 196. 181. 166. 155. 135.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DBN03 .00 1 FLOW 29. 21. 10. 0. 0. 0.

TIME 3.83 3.83 3.83 .00 .00 .00

 

ROUTED TO

+ RDBN03 .00 1 FLOW 26. 24. 12. 0. 0. 0.

TIME 4.17 4.17 4.25 .00 .00 .00

 

3 COMBINED AT

+ CBN03 .75 1 FLOW 421. 400. 370. 341. 318. 278.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBN03 .75 1 FLOW 420. 399. 369. 340. 317. 277.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BN08 .21 1 FLOW 125. 119. 112. 104. 98. 87.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CBN08 .96 1 FLOW 541. 514. 477. 440. 411. 361.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBN08 .96 1 FLOW 528. 502. 464. 427. 400. 353.

TIME 3.67 3.67 3.67 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BN09 .23 1 FLOW 89. 84. 77. 69. 64. 54.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN09 1.20 1 FLOW 611. 581. 538. 496. 463. 406.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCBN09 1.20 1 FLOW 610. 579. 536. 492. 459. 401.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BN10-C .26 1 FLOW 128. 122. 113. 104. 97. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CBN10-C 1.45 1 FLOW 738. 701. 649. 596. 556. 486.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCBN10-C 1.45 1 FLOW 726. 692. 642. 590. 550. 483.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ BN12-C .32 1 FLOW 152. 144. 133. 122. 113. 98.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CBN12-C 1.78 1 FLOW 876. 834. 773. 710. 663. 581.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCBN12-C 1.78 1 FLOW 874. 825. 765. 698. 653. 569.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ BN15-C .28 1 FLOW 127. 121. 111. 102. 95. 82.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBN15-C 2.06 1 FLOW 1001. 945. 877. 800. 748. 650.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCBN15-C 18.62 1 FLOW 5307. 5145. 4834. 4483. 4201. 3692.

TIME 4.00 4.08 4.08 4.08 4.08 4.17

 

ROUTED TO

+ RCBN15-C 18.62 1 FLOW 5300. 5135. 4810. 4453. 4174. 3687.

TIME 4.08 4.08 4.08 4.08 4.17 4.17

 

HYDROGRAPH AT

+ CA03 .34 1 FLOW 193. 183. 169. 155. 145. 126.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCA03 .34 1 FLOW 191. 182. 169. 155. 145. 127.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA04-C .37 1 FLOW 195. 186. 173. 159. 149. 131.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCA04 .72 1 FLOW 383. 364. 337. 311. 291. 256.

TIME 3.75 3.75 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA04 .72 1 FLOW 382. 363. 336. 310. 290. 254.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA05 .24 1 FLOW 144. 138. 129. 120. 113. 100.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCA05 .96 1 FLOW 520. 495. 460. 425. 399. 351.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA05 .96 1 FLOW 518. 493. 459. 423. 396. 348.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CA06-C .40 1 FLOW 162. 153. 140. 127. 118. 101.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA06 1.36 1 FLOW 680. 646. 599. 551. 514. 449.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCA06 1.36 1 FLOW 670. 635. 588. 538. 507. 447.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CA08-C .26 1 FLOW 142. 135. 126. 117. 110. 97.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCA08-C 1.61 1 FLOW 804. 762. 709. 646. 608. 537.

TIME 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCCA08-C 1.61 1 FLOW 802. 758. 704. 645. 604. 531.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CA10-C .19 1 FLOW 100. 95. 89. 82. 77. 68.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCA10-C 1.81 1 FLOW 897. 849. 788. 724. 678. 596.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCCA10-C 20.42 1 FLOW 6113. 5893. 5515. 5108. 4782. 4185.

TIME 4.00 4.08 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RCCCA10C 20.42 1 FLOW 6092. 5880. 5485. 5071. 4740. 4178.

TIME 4.08 4.08 4.08 4.08 4.08 4.17

 

HYDROGRAPH AT

+ ST01-C .25 1 FLOW 122. 116. 108. 100. 94. 83.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RST01-C .25 1 FLOW 122. 116. 108. 99. 93. 82.

TIME 4.17 4.17 4.17 4.17 4.25 4.25

 

HYDROGRAPH AT

+ ST03-C .22 1 FLOW 102. 97. 90. 83. 78. 68.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CST03-C .47 1 FLOW 210. 199. 185. 170. 159. 139.

TIME 4.08 4.08 4.08 4.08 4.17 4.17

 

2 COMBINED AT

+ CCST03-C 20.89 1 FLOW 6302. 6080. 5670. 5241. 4898. 4317.

TIME 4.08 4.08 4.08 4.08 4.08 4.17

 

ROUTED TO

+ RCCST03C 20.89 1 FLOW 6284. 6040. 5645. 5237. 4896. 4301.

TIME 4.08 4.08 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ CH70-C .26 1 FLOW 136. 130. 121. 112. 105. 93.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH73 .14 1 FLOW 116. 111. 104. 96. 91. 81.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CCH73-C .40 1 FLOW 222. 212. 197. 182. 171. 151.

TIME 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCH73 .40 1 FLOW 222. 212. 197. 182. 171. 149.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ CH75-C .36 1 FLOW 171. 162. 151. 140. 131. 116.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH75-C .76 1 FLOW 381. 363. 338. 313. 295. 262.

TIME 3.75 3.75 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH76 .14 1 FLOW 88. 84. 79. 74. 70. 62.

TIME 3.67 3.67 3.67 3.67 3.67 3.75

 

2 COMBINED AT

+ CCH76 .89 1 FLOW 469. 447. 416. 385. 361. 320.

TIME 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RCCH76 .89 1 FLOW 469. 447. 416. 385. 361. 319.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ CH77-C .45 1 FLOW 213. 203. 188. 174. 164. 144.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH77-C 1.34 1 FLOW 680. 648. 603. 557. 522. 463.

TIME 3.83 3.83 3.83 3.83 3.83 3.92

 

2 COMBINED AT

+ CCCH77-C 22.23 1 FLOW 6881. 6610. 6154. 5701. 5333. 4690.

TIME 4.08 4.08 4.08 4.17 4.17 4.17

 

ROUTED TO

+ RCCCH73 22.23 1 FLOW 6865. 6586. 6143. 5696. 5325. 4675.

TIME 4.08 4.08 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ CH91-C .13 1 FLOW 98. 94. 88. 83. 79. 71.

TIME 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCH91-C .13 1 FLOW 99. 95. 89. 84. 79. 71.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH92-C .22 1 FLOW 126. 120. 111. 103. 97. 85.

TIME 3.67 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH92-C .35 1 FLOW 218. 208. 194. 180. 169. 150.

TIME 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RCH92-C .35 1 FLOW 217. 207. 193. 180. 168. 149.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CH93 .27 1 FLOW 138. 131. 121. 111. 104. 90.

TIME 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCH93 .27 1 FLOW 137. 130. 121. 111. 104. 91.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH94 .36 1 FLOW 125. 117. 107. 97. 89. 76.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH94 .63 1 FLOW 261. 246. 227. 207. 193. 166.

TIME 3.92 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCCH94 .98 1 FLOW 464. 441. 408. 375. 351. 307.

TIME 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCCH94 .98 1 FLOW 461. 438. 406. 374. 349. 305.

TIME 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ NEL06-C .32 1 FLOW 144. 137. 127. 116. 109. 94.

TIME 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CNEL06 1.30 1 FLOW 601. 569. 527. 485. 453. 395.

TIME 3.92 3.92 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CCNEL06 23.53 1 FLOW 7428. 7123. 6626. 6117. 5721. 5026.

TIME 4.08 4.08 4.08 4.17 4.17 4.17

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 86.17 235.00 .63 5.00 86.17 235.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E+02 EXCESS= .0000E+00 OUTFLOW= .1091E+02 BASIN STORAGE= .1558E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 79.59 235.00 .58 5.00 79.59 235.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1011E+02 EXCESS= .0000E+00 OUTFLOW= .1012E+02 BASIN STORAGE= .1502E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 70.60 235.00 .52 5.00 70.60 235.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9034E+01 EXCESS= .0000E+00 OUTFLOW= .9037E+01 BASIN STORAGE= .2055E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 61.59 235.00 .46 5.00 61.59 235.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7969E+01 EXCESS= .0000E+00 OUTFLOW= .7972E+01 BASIN STORAGE= .1934E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 4.75 54.73 237.50 .42 5.00 53.85 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7194E+01 EXCESS= .0000E+00 OUTFLOW= .7197E+01 BASIN STORAGE= .1822E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 3.50 43.49 238.00 .34 5.00 43.16 240.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5856E+01 EXCESS= .0000E+00 OUTFLOW= .5859E+01 BASIN STORAGE= .1523E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 159.61 240.00 .69 5.00 159.61 240.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2091E+02 EXCESS= .0000E+00 OUTFLOW= .2091E+02 BASIN STORAGE= .1910E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 148.06 240.00 .65 5.00 148.06 240.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1945E+02 EXCESS= .0000E+00 OUTFLOW= .1945E+02 BASIN STORAGE= .1848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 132.17 240.00 .58 5.00 132.17 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1747E+02 EXCESS= .0000E+00 OUTFLOW= .1747E+02 BASIN STORAGE= .1656E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 116.27 240.00 .51 5.00 116.27 240.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1550E+02 EXCESS= .0000E+00 OUTFLOW= .1551E+02 BASIN STORAGE= .1672E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 103.19 240.00 .47 5.00 103.19 240.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1407E+02 EXCESS= .0000E+00 OUTFLOW= .1407E+02 BASIN STORAGE= .1477E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 83.94 245.00 .38 5.00 83.94 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1158E+02 EXCESS= .0000E+00 OUTFLOW= .1159E+02 BASIN STORAGE= .1876E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 280.66 240.00 .91 5.00 280.66 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3999E+02 EXCESS= .0000E+00 OUTFLOW= .4001E+02 BASIN STORAGE= .6443E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 262.89 240.00 .86 5.00 262.89 240.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3760E+02 EXCESS= .0000E+00 OUTFLOW= .3761E+02 BASIN STORAGE= .6286E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 238.38 240.00 .79 5.00 238.38 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3432E+02 EXCESS= .0000E+00 OUTFLOW= .3434E+02 BASIN STORAGE= .5900E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 213.50 240.00 .71 5.00 213.50 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3104E+02 EXCESS= .0000E+00 OUTFLOW= .3106E+02 BASIN STORAGE= .5818E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 194.38 240.00 .65 5.00 194.38 240.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2863E+02 EXCESS= .0000E+00 OUTFLOW= .2864E+02 BASIN STORAGE= .6144E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 162.27 240.00 .56 5.00 162.27 240.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2439E+02 EXCESS= .0000E+00 OUTFLOW= .2440E+02 BASIN STORAGE= .7620E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.42 323.68 236.47 .32 5.00 320.54 240.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+02 EXCESS= .0000E+00 OUTFLOW= .2327E+02 BASIN STORAGE= .2147E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.48 293.41 237.06 .28 5.00 291.61 240.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2018E+02 EXCESS= .0000E+00 OUTFLOW= .2018E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.50 251.77 237.00 .22 5.00 250.98 240.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1598E+02 EXCESS= .0000E+00 OUTFLOW= .1598E+02 BASIN STORAGE= .2029E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.70 209.80 239.17 .17 5.00 209.28 240.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+02 EXCESS= .0000E+00 OUTFLOW= .1209E+02 BASIN STORAGE= .1820E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.25 179.00 237.50 .13 5.00 178.57 240.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9395E+01 EXCESS= .0000E+00 OUTFLOW= .9399E+01 BASIN STORAGE= .2112E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 2.00 123.69 240.00 .07 5.00 123.69 240.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5286E+01 EXCESS= .0000E+00 OUTFLOW= .5293E+01 BASIN STORAGE= .2470E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 56.14 255.00 1.14 5.00 56.14 255.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7637E+01 EXCESS= .0000E+00 OUTFLOW= .7641E+01 BASIN STORAGE= .4506E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 53.22 255.00 1.07 5.00 53.22 255.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7216E+01 EXCESS= .0000E+00 OUTFLOW= .7219E+01 BASIN STORAGE= .4308E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 49.14 255.00 .99 5.00 49.14 255.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6636E+01 EXCESS= .0000E+00 OUTFLOW= .6639E+01 BASIN STORAGE= .4085E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 44.93 255.00 .90 5.00 44.93 255.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6051E+01 EXCESS= .0000E+00 OUTFLOW= .6055E+01 BASIN STORAGE= .5272E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 41.77 255.00 .84 5.00 41.77 255.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5620E+01 EXCESS= .0000E+00 OUTFLOW= .5624E+01 BASIN STORAGE= .5005E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 35.97 255.00 .72 5.00 35.97 255.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4849E+01 EXCESS= .0000E+00 OUTFLOW= .4852E+01 BASIN STORAGE= .4609E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.28 500.43 239.50 .59 5.00 499.44 240.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5458E+02 EXCESS= .0000E+00 OUTFLOW= .5458E+02 BASIN STORAGE= .3148E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.36 460.79 240.46 .54 5.00 460.75 240.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5001E+02 EXCESS= .0000E+00 OUTFLOW= .5000E+02 BASIN STORAGE= .3099E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.48 408.35 240.09 .47 5.00 408.27 240.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4376E+02 EXCESS= .0000E+00 OUTFLOW= .4376E+02 BASIN STORAGE= .3434E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.62 353.00 241.06 .41 5.00 352.48 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3777E+02 EXCESS= .0000E+00 OUTFLOW= .3777E+02 BASIN STORAGE= .3015E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.75 312.53 241.90 .36 5.00 312.44 240.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3356E+02 EXCESS= .0000E+00 OUTFLOW= .3356E+02 BASIN STORAGE= .3516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 3.05 240.53 240.90 .29 5.00 239.36 240.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2664E+02 EXCESS= .0000E+00 OUTFLOW= .2664E+02 BASIN STORAGE= .3210E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 112.12 235.00 .92 5.00 112.12 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1290E+02 EXCESS= .0000E+00 OUTFLOW= .1290E+02 BASIN STORAGE= .2302E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 105.41 235.00 .86 5.00 105.41 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1211E+02 EXCESS= .0000E+00 OUTFLOW= .1211E+02 BASIN STORAGE= .2239E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 96.12 235.00 .78 5.00 96.12 235.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1102E+02 EXCESS= .0000E+00 OUTFLOW= .1103E+02 BASIN STORAGE= .3096E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 86.67 235.00 .71 5.00 86.67 235.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9934E+01 EXCESS= .0000E+00 OUTFLOW= .9939E+01 BASIN STORAGE= .2958E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 79.65 235.00 .65 5.00 79.65 235.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9139E+01 EXCESS= .0000E+00 OUTFLOW= .9144E+01 BASIN STORAGE= .2851E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 66.94 235.00 .55 5.00 66.94 235.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7728E+01 EXCESS= .0000E+00 OUTFLOW= .7733E+01 BASIN STORAGE= .2536E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 119.64 245.00 .50 5.00 119.64 245.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1548E+02 EXCESS= .0000E+00 OUTFLOW= .1549E+02 BASIN STORAGE= .2388E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 112.74 245.00 .48 5.00 112.74 245.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1465E+02 EXCESS= .0000E+00 OUTFLOW= .1466E+02 BASIN STORAGE= .2336E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 103.03 245.00 .44 5.00 103.03 245.00 .44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1351E+02 EXCESS= .0000E+00 OUTFLOW= .1352E+02 BASIN STORAGE= .3131E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 92.69 245.00 .40 5.00 92.69 245.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1238E+02 EXCESS= .0000E+00 OUTFLOW= .1238E+02 BASIN STORAGE= .3022E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 85.06 245.00 .38 5.00 85.06 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1154E+02 EXCESS= .0000E+00 OUTFLOW= .1155E+02 BASIN STORAGE= .2937E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 73.10 245.00 .33 5.00 73.10 245.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+02 EXCESS= .0000E+00 OUTFLOW= .1009E+02 BASIN STORAGE= .2590E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .44 800.83 239.75 .71 5.00 800.53 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1016E+03 EXCESS= .0000E+00 OUTFLOW= .1016E+03 BASIN STORAGE= .7274E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .46 746.56 240.12 .66 5.00 746.55 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9480E+02 EXCESS= .0000E+00 OUTFLOW= .9480E+02 BASIN STORAGE= .7183E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .48 672.92 239.81 .60 5.00 672.79 240.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8551E+02 EXCESS= .0000E+00 OUTFLOW= .8550E+02 BASIN STORAGE= .7350E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .50 596.00 240.20 .54 5.00 595.95 240.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7638E+02 EXCESS= .0000E+00 OUTFLOW= .7638E+02 BASIN STORAGE= .7087E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .52 540.61 239.86 .49 5.00 540.56 240.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6987E+02 EXCESS= .0000E+00 OUTFLOW= .6987E+02 BASIN STORAGE= .7091E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .56 440.82 240.45 .41 5.00 440.71 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5885E+02 EXCESS= .0000E+00 OUTFLOW= .5885E+02 BASIN STORAGE= .7184E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.35 178.38 228.07 1.05 5.00 177.20 225.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2277E+02 EXCESS= .0000E+00 OUTFLOW= .2277E+02 BASIN STORAGE= .2663E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.38 168.26 228.35 .99 5.00 167.05 225.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+02 EXCESS= .0000E+00 OUTFLOW= .2146E+02 BASIN STORAGE= .3155E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.42 154.68 227.45 .91 5.00 154.12 225.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1967E+02 EXCESS= .0000E+00 OUTFLOW= .1967E+02 BASIN STORAGE= .2754E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.47 140.44 226.88 .82 5.00 139.45 225.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1785E+02 EXCESS= .0000E+00 OUTFLOW= .1785E+02 BASIN STORAGE= .2888E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.50 130.18 227.87 .76 5.00 129.38 230.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1652E+02 EXCESS= .0000E+00 OUTFLOW= .1652E+02 BASIN STORAGE= .2859E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.58 111.62 227.26 .65 5.00 111.27 230.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1416E+02 EXCESS= .0000E+00 OUTFLOW= .1416E+02 BASIN STORAGE= .2865E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 113.70 240.00 1.08 5.00 113.70 240.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1463E+02 EXCESS= .0000E+00 OUTFLOW= .1463E+02 BASIN STORAGE= .3020E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 107.58 240.00 1.02 5.00 107.58 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1380E+02 EXCESS= .0000E+00 OUTFLOW= .1380E+02 BASIN STORAGE= .2939E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 99.09 240.00 .93 5.00 99.09 240.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .2823E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 90.44 240.00 .85 5.00 90.44 240.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1151E+02 EXCESS= .0000E+00 OUTFLOW= .1151E+02 BASIN STORAGE= .2629E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 84.00 240.00 .79 5.00 84.00 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1067E+02 EXCESS= .0000E+00 OUTFLOW= .1067E+02 BASIN STORAGE= .2487E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 72.29 240.00 .68 5.00 72.29 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9160E+01 EXCESS= .0000E+00 OUTFLOW= .9164E+01 BASIN STORAGE= .3276E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 223.78 235.00 1.20 5.00 223.78 235.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2820E+02 EXCESS= .0000E+00 OUTFLOW= .2820E+02 BASIN STORAGE= .2863E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 212.36 235.00 1.14 5.00 212.36 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2669E+02 EXCESS= .0000E+00 OUTFLOW= .2670E+02 BASIN STORAGE= .2787E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 196.51 235.00 1.05 5.00 196.51 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2463E+02 EXCESS= .0000E+00 OUTFLOW= .2463E+02 BASIN STORAGE= .2680E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 180.33 235.00 .96 5.00 180.33 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2254E+02 EXCESS= .0000E+00 OUTFLOW= .2254E+02 BASIN STORAGE= .2519E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 168.26 235.00 .89 5.00 168.26 235.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2099E+02 EXCESS= .0000E+00 OUTFLOW= .2100E+02 BASIN STORAGE= .2361E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 146.32 235.00 .78 5.00 146.32 235.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1823E+02 EXCESS= .0000E+00 OUTFLOW= .1823E+02 BASIN STORAGE= .3335E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.64 332.18 234.32 1.30 5.00 331.81 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4481E+02 EXCESS= .0000E+00 OUTFLOW= .4481E+02 BASIN STORAGE= .1948E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.67 315.55 234.02 1.23 5.00 315.45 235.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4253E+02 EXCESS= .0000E+00 OUTFLOW= .4252E+02 BASIN STORAGE= .1895E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.72 292.75 235.84 1.14 5.00 292.71 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3937E+02 EXCESS= .0000E+00 OUTFLOW= .3937E+02 BASIN STORAGE= .1917E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.78 269.86 234.74 1.05 5.00 269.78 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3618E+02 EXCESS= .0000E+00 OUTFLOW= .3618E+02 BASIN STORAGE= .1878E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.83 252.50 235.47 .98 5.00 252.26 235.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3382E+02 EXCESS= .0000E+00 OUTFLOW= .3382E+02 BASIN STORAGE= .1978E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.92 221.26 236.60 .86 5.00 220.85 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2957E+02 EXCESS= .0000E+00 OUTFLOW= .2956E+02 BASIN STORAGE= .2141E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.25 586.24 235.67 1.24 5.00 585.41 235.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8048E+02 EXCESS= .0000E+00 OUTFLOW= .8048E+02 BASIN STORAGE= .1759E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.27 556.22 235.55 1.18 5.00 555.24 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7626E+02 EXCESS= .0000E+00 OUTFLOW= .7626E+02 BASIN STORAGE= .1823E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.31 514.85 236.39 1.09 5.00 513.93 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7047E+02 EXCESS= .0000E+00 OUTFLOW= .7046E+02 BASIN STORAGE= .1970E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.36 473.09 236.41 1.00 5.00 471.47 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6460E+02 EXCESS= .0000E+00 OUTFLOW= .6459E+02 BASIN STORAGE= .1777E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.40 441.23 236.08 .93 5.00 439.19 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6026E+02 EXCESS= .0000E+00 OUTFLOW= .6026E+02 BASIN STORAGE= .1839E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.48 384.28 236.23 .81 5.00 381.46 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5246E+02 EXCESS= .0000E+00 OUTFLOW= .5246E+02 BASIN STORAGE= .2029E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 162.47 235.00 -1.00 5.00 162.47 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 154.62 235.00 -1.00 5.00 154.62 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 143.74 235.00 -1.00 5.00 143.74 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 133.05 235.00 -1.00 5.00 133.05 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 125.01 235.00 -1.00 5.00 125.01 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 109.10 240.00 -1.00 5.00 109.10 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.60 984.51 234.08 1.45 5.00 983.68 235.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1398E+03 EXCESS= .0000E+00 OUTFLOW= .1398E+03 BASIN STORAGE= .4775E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.66 933.47 236.40 1.37 5.00 932.34 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1324E+03 EXCESS= .0000E+00 OUTFLOW= .1324E+03 BASIN STORAGE= .4601E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.74 866.67 235.50 1.26 5.00 865.37 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1223E+03 EXCESS= .0000E+00 OUTFLOW= .1224E+03 BASIN STORAGE= .4675E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.83 792.86 235.15 1.16 5.00 792.35 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1120E+03 EXCESS= .0000E+00 OUTFLOW= .1120E+03 BASIN STORAGE= .4644E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.91 740.67 235.89 1.08 5.00 738.27 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1044E+03 EXCESS= .0000E+00 OUTFLOW= .1045E+03 BASIN STORAGE= .4532E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 3.08 643.87 237.15 .94 5.00 637.99 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9079E+02 EXCESS= .0000E+00 OUTFLOW= .9080E+02 BASIN STORAGE= .4593E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.15 1960.28 235.81 1.05 5.00 1956.50 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2718E+03 EXCESS= .0000E+00 OUTFLOW= .2718E+03 BASIN STORAGE= .2642E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.18 1844.54 235.70 .99 5.00 1840.50 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2562E+03 EXCESS= .0000E+00 OUTFLOW= .2562E+03 BASIN STORAGE= .2664E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.22 1692.60 236.63 .90 5.00 1687.35 235.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2348E+03 EXCESS= .0000E+00 OUTFLOW= .2348E+03 BASIN STORAGE= .2740E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.27 1532.46 236.18 .82 5.00 1525.50 235.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2133E+03 EXCESS= .0000E+00 OUTFLOW= .2133E+03 BASIN STORAGE= .2694E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.31 1413.24 236.04 .76 5.00 1405.52 235.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1977E+03 EXCESS= .0000E+00 OUTFLOW= .1977E+03 BASIN STORAGE= .2857E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.40 1196.92 236.95 .65 5.00 1190.51 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1703E+03 EXCESS= .0000E+00 OUTFLOW= .1703E+03 BASIN STORAGE= .2692E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.36 116.06 228.89 1.46 5.00 115.37 230.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1990E+02 EXCESS= .0000E+00 OUTFLOW= .1990E+02 BASIN STORAGE= .2664E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.38 112.33 228.10 1.41 5.00 111.59 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1917E+02 EXCESS= .0000E+00 OUTFLOW= .1916E+02 BASIN STORAGE= .2336E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.40 106.89 228.00 1.33 5.00 106.23 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1814E+02 EXCESS= .0000E+00 OUTFLOW= .1814E+02 BASIN STORAGE= .2847E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.43 101.26 228.05 1.25 5.00 100.68 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1707E+02 EXCESS= .0000E+00 OUTFLOW= .1706E+02 BASIN STORAGE= .2660E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.45 97.13 227.56 1.20 5.00 96.72 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1626E+02 EXCESS= .0000E+00 OUTFLOW= .1626E+02 BASIN STORAGE= .2756E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.49 89.24 228.89 1.09 5.00 88.81 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1477E+02 EXCESS= .0000E+00 OUTFLOW= .1477E+02 BASIN STORAGE= .2474E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.24 286.25 228.74 1.58 5.00 285.66 230.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4513E+02 EXCESS= .0000E+00 OUTFLOW= .4513E+02 BASIN STORAGE= .9414E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.27 275.67 229.24 1.51 5.00 275.09 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4329E+02 EXCESS= .0000E+00 OUTFLOW= .4329E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.31 260.16 228.70 1.43 5.00 259.80 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4074E+02 EXCESS= .0000E+00 OUTFLOW= .4074E+02 BASIN STORAGE= .1030E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.36 244.36 228.44 1.33 5.00 244.34 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3810E+02 EXCESS= .0000E+00 OUTFLOW= .3810E+02 BASIN STORAGE= .9967E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.39 233.59 229.51 1.26 5.00 233.26 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3614E+02 EXCESS= .0000E+00 OUTFLOW= .3614E+02 BASIN STORAGE= .9554E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.46 211.63 229.22 1.14 5.00 211.38 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3253E+02 EXCESS= .0000E+00 OUTFLOW= .3253E+02 BASIN STORAGE= .1148E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .97 2230.09 235.83 1.10 5.00 2225.22 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3170E+03 EXCESS= .0000E+00 OUTFLOW= .3170E+03 BASIN STORAGE= .2333E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .99 2101.95 235.45 1.04 5.00 2098.36 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2996E+03 EXCESS= .0000E+00 OUTFLOW= .2996E+03 BASIN STORAGE= .2374E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.02 1936.63 236.22 .95 5.00 1930.53 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2756E+03 EXCESS= .0000E+00 OUTFLOW= .2756E+03 BASIN STORAGE= .2541E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.06 1760.05 235.85 .87 5.00 1753.27 235.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2515E+03 EXCESS= .0000E+00 OUTFLOW= .2515E+03 BASIN STORAGE= .2356E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.10 1629.51 236.67 .81 5.00 1621.74 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2339E+03 EXCESS= .0000E+00 OUTFLOW= .2339E+03 BASIN STORAGE= .2423E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.17 1391.44 237.03 .70 5.00 1384.99 240.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2029E+03 EXCESS= .0000E+00 OUTFLOW= .2029E+03 BASIN STORAGE= .2586E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.33 225.07 233.66 1.46 5.00 224.70 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3428E+02 EXCESS= .0000E+00 OUTFLOW= .3428E+02 BASIN STORAGE= .1121E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.38 214.79 236.41 1.39 5.00 213.73 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3263E+02 EXCESS= .0000E+00 OUTFLOW= .3263E+02 BASIN STORAGE= .9349E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.45 200.78 236.06 1.29 5.00 199.76 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3035E+02 EXCESS= .0000E+00 OUTFLOW= .3035E+02 BASIN STORAGE= .9130E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.54 186.26 236.04 1.19 5.00 185.25 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2805E+02 EXCESS= .0000E+00 OUTFLOW= .2805E+02 BASIN STORAGE= .8375E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.61 175.74 235.03 1.12 5.00 175.69 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2634E+02 EXCESS= .0000E+00 OUTFLOW= .2634E+02 BASIN STORAGE= .9184E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.75 155.22 237.49 .99 5.00 154.05 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2321E+02 BASIN STORAGE= .1138E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .79 2519.42 236.14 1.14 5.00 2515.30 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3661E+03 EXCESS= .0000E+00 OUTFLOW= .3661E+03 BASIN STORAGE= .2043E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .81 2380.56 235.95 1.08 5.00 2374.62 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3463E+03 EXCESS= .0000E+00 OUTFLOW= .3463E+03 BASIN STORAGE= .2169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .84 2193.91 236.22 .99 5.00 2187.41 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3191E+03 EXCESS= .0000E+00 OUTFLOW= .3191E+03 BASIN STORAGE= .2191E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .87 1998.20 236.52 .91 5.00 1990.78 235.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2917E+03 EXCESS= .0000E+00 OUTFLOW= .2917E+03 BASIN STORAGE= .1997E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .90 1854.65 236.55 .84 5.00 1846.26 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2717E+03 EXCESS= .0000E+00 OUTFLOW= .2717E+03 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .95 1588.95 236.48 .73 5.00 1584.68 240.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2362E+03 EXCESS= .0000E+00 OUTFLOW= .2362E+03 BASIN STORAGE= .2065E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .90 2607.23 235.43 1.15 5.00 2602.99 235.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3826E+03 EXCESS= .0000E+00 OUTFLOW= .3826E+03 BASIN STORAGE= .2466E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .92 2463.66 236.26 1.09 5.00 2457.76 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3620E+03 EXCESS= .0000E+00 OUTFLOW= .3620E+03 BASIN STORAGE= .2340E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .95 2270.52 236.46 1.00 5.00 2263.66 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3337E+03 EXCESS= .0000E+00 OUTFLOW= .3337E+03 BASIN STORAGE= .2500E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .99 2069.27 236.56 .92 5.00 2060.21 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3052E+03 EXCESS= .0000E+00 OUTFLOW= .3052E+03 BASIN STORAGE= .2322E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE 1.02 1920.91 236.59 .85 5.00 1911.05 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2844E+03 EXCESS= .0000E+00 OUTFLOW= .2844E+03 BASIN STORAGE= .2525E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE 1.08 1646.77 236.52 .74 5.00 1643.17 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2473E+03 EXCESS= .0000E+00 OUTFLOW= .2473E+03 BASIN STORAGE= .2565E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 129.58 230.00 1.66 5.00 129.58 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1794E+02 EXCESS= .0000E+00 OUTFLOW= .1795E+02 BASIN STORAGE= .4914E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 124.28 230.00 1.58 5.00 124.28 230.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1715E+02 EXCESS= .0000E+00 OUTFLOW= .1716E+02 BASIN STORAGE= .4813E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 116.89 230.00 1.48 5.00 116.89 230.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1605E+02 EXCESS= .0000E+00 OUTFLOW= .1606E+02 BASIN STORAGE= .4669E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 109.30 230.00 1.38 5.00 109.30 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1493E+02 EXCESS= .0000E+00 OUTFLOW= .1494E+02 BASIN STORAGE= .4517E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 103.60 230.00 1.30 5.00 103.60 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1409E+02 EXCESS= .0000E+00 OUTFLOW= .1410E+02 BASIN STORAGE= .4400E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 93.13 230.00 1.16 5.00 93.13 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1258E+02 EXCESS= .0000E+00 OUTFLOW= .1258E+02 BASIN STORAGE= .4178E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.67 2819.19 237.20 1.18 5.00 2812.18 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4202E+03 EXCESS= .0000E+00 OUTFLOW= .4202E+03 BASIN STORAGE= .5155E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.71 2664.76 237.45 1.12 5.00 2657.13 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3979E+03 EXCESS= .0000E+00 OUTFLOW= .3979E+03 BASIN STORAGE= .4573E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.76 2461.20 236.39 1.03 5.00 2449.33 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3674E+03 EXCESS= .0000E+00 OUTFLOW= .3674E+03 BASIN STORAGE= .4655E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.83 2245.30 237.90 .95 5.00 2231.81 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3365E+03 EXCESS= .0000E+00 OUTFLOW= .3365E+03 BASIN STORAGE= .5237E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.88 2090.14 237.43 .88 5.00 2075.84 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3140E+03 EXCESS= .0000E+00 OUTFLOW= .3140E+03 BASIN STORAGE= .5124E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.00 1798.65 238.18 .77 5.00 1791.56 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2738E+03 EXCESS= .0000E+00 OUTFLOW= .2738E+03 BASIN STORAGE= .4773E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 92.73 235.00 1.48 5.00 92.73 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1327E+02 EXCESS= .0000E+00 OUTFLOW= .1327E+02 BASIN STORAGE= .8707E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 88.61 235.00 1.41 5.00 88.61 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1264E+02 EXCESS= .0000E+00 OUTFLOW= .1264E+02 BASIN STORAGE= .1188E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 82.89 235.00 1.31 5.00 82.89 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1177E+02 EXCESS= .0000E+00 OUTFLOW= .1177E+02 BASIN STORAGE= .1140E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 77.02 235.00 1.21 5.00 77.02 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1088E+02 EXCESS= .0000E+00 OUTFLOW= .1088E+02 BASIN STORAGE= .1090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 72.63 235.00 1.14 5.00 72.63 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1022E+02 EXCESS= .0000E+00 OUTFLOW= .1023E+02 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 64.61 235.00 1.01 5.00 64.61 235.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9031E+01 EXCESS= .0000E+00 OUTFLOW= .9032E+01 BASIN STORAGE= .9495E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.37 269.63 236.46 1.49 5.00 267.94 235.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4337E+02 EXCESS= .0000E+00 OUTFLOW= .4337E+02 BASIN STORAGE= .1552E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.40 257.48 236.64 1.42 5.00 255.79 235.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4132E+02 EXCESS= .0000E+00 OUTFLOW= .4132E+02 BASIN STORAGE= .1516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.44 240.41 237.36 1.32 5.00 238.93 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3849E+02 EXCESS= .0000E+00 OUTFLOW= .3849E+02 BASIN STORAGE= .1427E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.48 223.41 237.10 1.22 5.00 222.00 240.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3560E+02 EXCESS= .0000E+00 OUTFLOW= .3560E+02 BASIN STORAGE= .1556E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.52 210.78 236.72 1.15 5.00 209.27 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3346E+02 EXCESS= .0000E+00 OUTFLOW= .3346E+02 BASIN STORAGE= .1438E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.59 187.28 237.05 1.02 5.00 186.23 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2957E+02 EXCESS= .0000E+00 OUTFLOW= .2957E+02 BASIN STORAGE= .1466E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.69 422.36 233.95 1.46 5.00 421.87 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6647E+02 EXCESS= .0000E+00 OUTFLOW= .6648E+02 BASIN STORAGE= .4024E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.74 403.62 235.67 1.39 5.00 403.40 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6330E+02 EXCESS= .0000E+00 OUTFLOW= .6330E+02 BASIN STORAGE= .3379E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.82 375.86 233.82 1.30 5.00 375.81 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5890E+02 EXCESS= .0000E+00 OUTFLOW= .5890E+02 BASIN STORAGE= .3848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.90 349.14 235.24 1.20 5.00 349.01 235.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5443E+02 EXCESS= .0000E+00 OUTFLOW= .5443E+02 BASIN STORAGE= .3920E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.97 328.44 234.99 1.12 5.00 328.44 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5111E+02 EXCESS= .0000E+00 OUTFLOW= .5111E+02 BASIN STORAGE= .3491E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 3.12 291.14 237.13 .99 5.00 290.75 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4510E+02 EXCESS= .0000E+00 OUTFLOW= .4510E+02 BASIN STORAGE= .3867E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.45 3366.27 236.30 1.22 5.00 3356.04 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5093E+03 EXCESS= .0000E+00 OUTFLOW= .5092E+03 BASIN STORAGE= .4313E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.48 3186.32 237.10 1.16 5.00 3172.26 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4827E+03 EXCESS= .0000E+00 OUTFLOW= .4827E+03 BASIN STORAGE= .4123E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.53 2943.79 237.13 1.07 5.00 2934.17 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4462E+03 EXCESS= .0000E+00 OUTFLOW= .4461E+03 BASIN STORAGE= .4396E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.59 2693.40 237.88 .98 5.00 2687.91 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4093E+03 EXCESS= .0000E+00 OUTFLOW= .4092E+03 BASIN STORAGE= .4370E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.63 2509.04 238.30 .92 5.00 2508.02 240.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3822E+03 EXCESS= .0000E+00 OUTFLOW= .3822E+03 BASIN STORAGE= .4196E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.73 2171.83 238.65 .80 5.00 2171.44 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3339E+03 EXCESS= .0000E+00 OUTFLOW= .3338E+03 BASIN STORAGE= .4419E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 117.12 230.00 1.26 5.00 117.12 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1409E+02 EXCESS= .0000E+00 OUTFLOW= .1409E+02 BASIN STORAGE= .2263E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 111.19 230.00 1.20 5.00 111.19 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1336E+02 EXCESS= .0000E+00 OUTFLOW= .1336E+02 BASIN STORAGE= .2092E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 102.95 230.00 1.11 5.00 102.95 230.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1234E+02 EXCESS= .0000E+00 OUTFLOW= .1235E+02 BASIN STORAGE= .2011E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 94.53 230.00 1.02 5.00 94.53 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1132E+02 EXCESS= .0000E+00 OUTFLOW= .1132E+02 BASIN STORAGE= .1926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 88.12 230.00 .95 5.00 88.12 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1056E+02 EXCESS= .0000E+00 OUTFLOW= .1056E+02 BASIN STORAGE= .1971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 76.97 235.00 .83 5.00 76.97 235.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9200E+01 EXCESS= .0000E+00 OUTFLOW= .9202E+01 BASIN STORAGE= .1810E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.67 3553.58 236.60 1.22 5.00 3539.89 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5377E+03 EXCESS= .0000E+00 OUTFLOW= .5376E+03 BASIN STORAGE= .4856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.70 3362.42 236.85 1.15 5.00 3354.83 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5096E+03 EXCESS= .0000E+00 OUTFLOW= .5096E+03 BASIN STORAGE= .5307E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.76 3105.11 239.31 1.07 5.00 3099.98 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4709E+03 EXCESS= .0000E+00 OUTFLOW= .4709E+03 BASIN STORAGE= .5400E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.82 2842.18 238.97 .98 5.00 2838.54 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4319E+03 EXCESS= .0000E+00 OUTFLOW= .4318E+03 BASIN STORAGE= .4945E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.88 2650.33 240.12 .91 5.00 2650.14 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4033E+03 EXCESS= .0000E+00 OUTFLOW= .4032E+03 BASIN STORAGE= .5278E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.99 2293.40 240.39 .80 5.00 2292.68 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3521E+03 EXCESS= .0000E+00 OUTFLOW= .3520E+03 BASIN STORAGE= .5762E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 145.15 235.00 1.46 5.00 145.15 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1842E+02 EXCESS= .0000E+00 OUTFLOW= .1842E+02 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 138.81 235.00 1.39 5.00 138.81 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1754E+02 EXCESS= .0000E+00 OUTFLOW= .1754E+02 BASIN STORAGE= .2018E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 129.95 235.00 1.29 5.00 129.95 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1631E+02 EXCESS= .0000E+00 OUTFLOW= .1632E+02 BASIN STORAGE= .2805E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 120.85 235.00 1.19 5.00 120.85 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1507E+02 EXCESS= .0000E+00 OUTFLOW= .1508E+02 BASIN STORAGE= .2699E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 114.02 235.00 1.12 5.00 114.02 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1415E+02 EXCESS= .0000E+00 OUTFLOW= .1416E+02 BASIN STORAGE= .2617E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 101.48 235.00 .99 5.00 101.48 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1248E+02 EXCESS= .0000E+00 OUTFLOW= .1249E+02 BASIN STORAGE= .2463E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .51 297.45 230.02 1.41 5.00 297.44 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3959E+02 EXCESS= .0000E+00 OUTFLOW= .3959E+02 BASIN STORAGE= .5600E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .52 283.44 229.80 1.34 5.00 283.43 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3765E+02 EXCESS= .0000E+00 OUTFLOW= .3765E+02 BASIN STORAGE= .5644E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .53 264.14 229.97 1.24 5.00 264.13 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3497E+02 EXCESS= .0000E+00 OUTFLOW= .3497E+02 BASIN STORAGE= .5550E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .55 244.33 230.07 1.15 5.00 244.29 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3225E+02 EXCESS= .0000E+00 OUTFLOW= .3225E+02 BASIN STORAGE= .5682E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .56 229.54 230.24 1.08 5.00 229.43 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3023E+02 EXCESS= .0000E+00 OUTFLOW= .3023E+02 BASIN STORAGE= .5517E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .59 202.53 230.15 .95 5.00 202.42 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2659E+02 EXCESS= .0000E+00 OUTFLOW= .2659E+02 BASIN STORAGE= .5477E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 92.12 240.00 .59 5.00 92.12 240.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1347E+02 EXCESS= .0000E+00 OUTFLOW= .1347E+02 BASIN STORAGE= .1417E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 86.59 240.00 .55 5.00 86.59 240.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .1370E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 78.97 240.00 .50 5.00 78.97 240.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1156E+02 EXCESS= .0000E+00 OUTFLOW= .1155E+02 BASIN STORAGE= .1801E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 71.27 240.00 .46 5.00 71.27 240.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1044E+02 EXCESS= .0000E+00 OUTFLOW= .1044E+02 BASIN STORAGE= .1706E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 65.64 245.00 .42 5.00 65.64 245.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9628E+01 EXCESS= .0000E+00 OUTFLOW= .9625E+01 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 55.81 245.00 .36 5.00 55.81 245.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8179E+01 EXCESS= .0000E+00 OUTFLOW= .8176E+01 BASIN STORAGE= .1442E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE .98 157.42 231.06 .72 5.00 157.01 235.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2378E+02 EXCESS= .0000E+00 OUTFLOW= .2378E+02 BASIN STORAGE= .8325E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.01 147.86 231.92 .68 5.00 147.65 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2237E+02 EXCESS= .0000E+00 OUTFLOW= .2237E+02 BASIN STORAGE= .8786E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.05 134.81 234.30 .62 5.00 134.76 235.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2043E+02 EXCESS= .0000E+00 OUTFLOW= .2043E+02 BASIN STORAGE= .8738E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.09 121.77 235.24 .56 5.00 121.76 235.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1848E+02 EXCESS= .0000E+00 OUTFLOW= .1848E+02 BASIN STORAGE= .8742E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.13 112.19 235.18 .51 5.00 112.16 235.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1706E+02 EXCESS= .0000E+00 OUTFLOW= .1706E+02 BASIN STORAGE= .8199E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.20 95.02 235.66 .44 5.00 94.91 235.00 .44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1452E+02 EXCESS= .0000E+00 OUTFLOW= .1452E+02 BASIN STORAGE= .8657E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.36 451.46 230.82 1.04 5.00 450.34 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6338E+02 EXCESS= .0000E+00 OUTFLOW= .6338E+02 BASIN STORAGE= .3464E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.41 427.89 230.99 .98 5.00 426.53 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6003E+02 EXCESS= .0000E+00 OUTFLOW= .6003E+02 BASIN STORAGE= .3552E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.48 395.58 230.92 .91 5.00 393.86 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5541E+02 EXCESS= .0000E+00 OUTFLOW= .5542E+02 BASIN STORAGE= .3480E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.57 362.61 231.38 .83 5.00 360.34 230.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5074E+02 EXCESS= .0000E+00 OUTFLOW= .5074E+02 BASIN STORAGE= .3173E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.64 338.28 232.67 .77 5.00 337.01 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4731E+02 EXCESS= .0000E+00 OUTFLOW= .4731E+02 BASIN STORAGE= .3457E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.80 294.20 232.14 .67 5.00 292.71 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4112E+02 EXCESS= .0000E+00 OUTFLOW= .4112E+02 BASIN STORAGE= .3231E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.20 4238.43 237.65 1.22 5.00 4228.91 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6461E+03 EXCESS= .0000E+00 OUTFLOW= .6460E+03 BASIN STORAGE= .8054E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.25 4013.13 238.45 1.16 5.00 4004.13 240.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6128E+03 EXCESS= .0000E+00 OUTFLOW= .6127E+03 BASIN STORAGE= .6925E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.32 3707.92 239.31 1.07 5.00 3702.51 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5667E+03 EXCESS= .0000E+00 OUTFLOW= .5666E+03 BASIN STORAGE= .8068E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.41 3395.06 238.28 .98 5.00 3394.50 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5202E+03 EXCESS= .0000E+00 OUTFLOW= .5201E+03 BASIN STORAGE= .7349E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.47 3175.10 239.84 .92 5.00 3174.20 240.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4863E+03 EXCESS= .0000E+00 OUTFLOW= .4862E+03 BASIN STORAGE= .8589E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.62 2754.24 240.63 .80 5.00 2751.98 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4250E+03 EXCESS= .0000E+00 OUTFLOW= .4250E+03 BASIN STORAGE= .7034E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 131.64 235.00 1.55 5.00 131.64 235.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1965E+02 EXCESS= .0000E+00 OUTFLOW= .1965E+02 BASIN STORAGE= .4687E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 125.95 235.00 1.48 5.00 125.95 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1874E+02 EXCESS= .0000E+00 OUTFLOW= .1875E+02 BASIN STORAGE= .4586E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 118.02 235.00 1.38 5.00 118.02 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1749E+02 EXCESS= .0000E+00 OUTFLOW= .1750E+02 BASIN STORAGE= .4443E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 109.89 235.00 1.28 5.00 109.89 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1621E+02 EXCESS= .0000E+00 OUTFLOW= .1622E+02 BASIN STORAGE= .5767E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 103.80 235.00 1.21 5.00 103.80 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1526E+02 EXCESS= .0000E+00 OUTFLOW= .1527E+02 BASIN STORAGE= .5610E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 92.69 235.00 1.07 5.00 92.69 235.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1354E+02 EXCESS= .0000E+00 OUTFLOW= .1355E+02 BASIN STORAGE= .4463E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .53 4518.28 239.94 1.24 5.00 4517.93 240.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6948E+03 EXCESS= .0000E+00 OUTFLOW= .6948E+03 BASIN STORAGE= .1810E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .54 4280.45 239.74 1.18 5.00 4280.28 240.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6594E+03 EXCESS= .0000E+00 OUTFLOW= .6594E+03 BASIN STORAGE= .1761E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .56 3962.62 240.00 1.09 5.00 3962.61 240.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6104E+03 EXCESS= .0000E+00 OUTFLOW= .6104E+03 BASIN STORAGE= .1807E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .58 3637.03 240.26 1.00 5.00 3635.84 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5608E+03 EXCESS= .0000E+00 OUTFLOW= .5608E+03 BASIN STORAGE= .1770E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .59 3403.72 240.17 .94 5.00 3402.50 240.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5247E+03 EXCESS= .0000E+00 OUTFLOW= .5247E+03 BASIN STORAGE= .1776E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .63 2958.48 240.21 .82 5.00 2956.86 240.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4593E+03 EXCESS= .0000E+00 OUTFLOW= .4593E+03 BASIN STORAGE= .1707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .29 4581.68 239.86 1.25 5.00 4581.49 240.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7065E+03 EXCESS= .0000E+00 OUTFLOW= .7065E+03 BASIN STORAGE= .9283E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .30 4341.38 240.05 1.19 5.00 4341.20 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6705E+03 EXCESS= .0000E+00 OUTFLOW= .6705E+03 BASIN STORAGE= .9717E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .31 4019.25 240.23 1.10 5.00 4019.13 240.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6208E+03 EXCESS= .0000E+00 OUTFLOW= .6208E+03 BASIN STORAGE= .9377E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .32 3688.48 240.09 1.01 5.00 3687.86 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5704E+03 EXCESS= .0000E+00 OUTFLOW= .5704E+03 BASIN STORAGE= .9366E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .32 3452.12 240.36 .94 5.00 3451.47 240.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5337E+03 EXCESS= .0000E+00 OUTFLOW= .5337E+03 BASIN STORAGE= .9458E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .34 3001.08 240.13 .83 5.00 2999.95 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4674E+03 EXCESS= .0000E+00 OUTFLOW= .4674E+03 BASIN STORAGE= .9448E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .26 4878.48 240.06 1.26 5.00 4878.48 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7544E+03 EXCESS= .0000E+00 OUTFLOW= .7544E+03 BASIN STORAGE= .8906E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .27 4624.68 239.89 1.20 5.00 4624.49 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7161E+03 EXCESS= .0000E+00 OUTFLOW= .7161E+03 BASIN STORAGE= .8612E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .28 4283.49 240.19 1.11 5.00 4283.46 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6631E+03 EXCESS= .0000E+00 OUTFLOW= .6631E+03 BASIN STORAGE= .8720E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .29 3933.29 240.26 1.02 5.00 3932.96 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6096E+03 EXCESS= .0000E+00 OUTFLOW= .6096E+03 BASIN STORAGE= .8899E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .29 3682.71 240.23 .95 5.00 3681.81 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5704E+03 EXCESS= .0000E+00 OUTFLOW= .5704E+03 BASIN STORAGE= .8999E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .31 3205.48 240.33 .83 5.00 3204.36 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4997E+03 EXCESS= .0000E+00 OUTFLOW= .4997E+03 BASIN STORAGE= .8698E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .61 4913.86 239.68 1.26 5.00 4913.51 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7624E+03 EXCESS= .0000E+00 OUTFLOW= .7624E+03 BASIN STORAGE= .2075E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .62 4658.13 239.89 1.20 5.00 4657.88 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7237E+03 EXCESS= .0000E+00 OUTFLOW= .7237E+03 BASIN STORAGE= .2180E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .64 4313.84 240.30 1.11 5.00 4312.92 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6703E+03 EXCESS= .0000E+00 OUTFLOW= .6703E+03 BASIN STORAGE= .2177E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .66 3960.84 240.68 1.02 5.00 3959.69 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6161E+03 EXCESS= .0000E+00 OUTFLOW= .6161E+03 BASIN STORAGE= .2171E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .68 3707.20 240.30 .95 5.00 3704.97 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5766E+03 EXCESS= .0000E+00 OUTFLOW= .5766E+03 BASIN STORAGE= .2180E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .72 3226.47 240.35 .84 5.00 3223.78 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5051E+03 EXCESS= .0000E+00 OUTFLOW= .5051E+03 BASIN STORAGE= .2024E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .64 4953.57 239.74 1.26 5.00 4953.56 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7739E+03 EXCESS= .0000E+00 OUTFLOW= .7739E+03 BASIN STORAGE= .2147E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .66 4696.32 240.31 1.20 5.00 4695.54 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7347E+03 EXCESS= .0000E+00 OUTFLOW= .7347E+03 BASIN STORAGE= .2313E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .68 4348.39 240.36 1.11 5.00 4346.82 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6804E+03 EXCESS= .0000E+00 OUTFLOW= .6804E+03 BASIN STORAGE= .2169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .70 3991.76 240.30 1.02 5.00 3989.39 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6255E+03 EXCESS= .0000E+00 OUTFLOW= .6255E+03 BASIN STORAGE= .2169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .72 3734.72 240.30 .95 5.00 3732.05 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5853E+03 EXCESS= .0000E+00 OUTFLOW= .5853E+03 BASIN STORAGE= .2165E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .76 3249.79 240.33 .84 5.00 3246.56 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5128E+03 EXCESS= .0000E+00 OUTFLOW= .5128E+03 BASIN STORAGE= .2155E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .36 5078.33 239.95 1.27 5.00 5078.01 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7956E+03 EXCESS= .0000E+00 OUTFLOW= .7956E+03 BASIN STORAGE= .1219E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .37 4814.01 239.92 1.20 5.00 4813.71 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7553E+03 EXCESS= .0000E+00 OUTFLOW= .7553E+03 BASIN STORAGE= .1280E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .38 4456.71 240.13 1.11 5.00 4456.02 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6995E+03 EXCESS= .0000E+00 OUTFLOW= .6995E+03 BASIN STORAGE= .1232E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .40 4090.63 240.15 1.02 5.00 4089.42 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6431E+03 EXCESS= .0000E+00 OUTFLOW= .6431E+03 BASIN STORAGE= .1249E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .41 3826.94 240.11 .96 5.00 3825.82 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6018E+03 EXCESS= .0000E+00 OUTFLOW= .6018E+03 BASIN STORAGE= .1253E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .43 3331.37 240.46 .84 5.00 3329.41 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5272E+03 EXCESS= .0000E+00 OUTFLOW= .5272E+03 BASIN STORAGE= .1255E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.63 5184.30 239.81 1.26 5.00 5184.21 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8151E+03 EXCESS= .0000E+00 OUTFLOW= .8151E+03 BASIN STORAGE= .5640E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.67 4914.21 241.66 1.20 5.00 4913.55 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7736E+03 EXCESS= .0000E+00 OUTFLOW= .7736E+03 BASIN STORAGE= .6543E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.72 4545.75 240.65 1.11 5.00 4543.31 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7163E+03 EXCESS= .0000E+00 OUTFLOW= .7163E+03 BASIN STORAGE= .6750E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.78 4173.11 241.94 1.02 5.00 4164.76 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6583E+03 EXCESS= .0000E+00 OUTFLOW= .6583E+03 BASIN STORAGE= .5590E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.83 3901.14 241.18 .95 5.00 3892.74 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6159E+03 EXCESS= .0000E+00 OUTFLOW= .6159E+03 BASIN STORAGE= .6017E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.93 3395.01 241.45 .83 5.00 3383.86 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5394E+03 EXCESS= .0000E+00 OUTFLOW= .5394E+03 BASIN STORAGE= .5583E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 139.68 250.00 1.36 5.00 139.68 250.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2151E+02 EXCESS= .0000E+00 OUTFLOW= .2152E+02 BASIN STORAGE= .3201E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 133.07 250.00 1.29 5.00 133.07 250.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2043E+02 EXCESS= .0000E+00 OUTFLOW= .2044E+02 BASIN STORAGE= .3075E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 123.87 250.00 1.20 5.00 123.87 250.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1895E+02 EXCESS= .0000E+00 OUTFLOW= .1895E+02 BASIN STORAGE= .2964E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 114.44 250.00 1.10 5.00 114.44 250.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1744E+02 EXCESS= .0000E+00 OUTFLOW= .1745E+02 BASIN STORAGE= .4020E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 107.37 250.00 1.03 5.00 107.37 250.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+02 EXCESS= .0000E+00 OUTFLOW= .1633E+02 BASIN STORAGE= .3817E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 94.50 250.00 .90 5.00 94.50 250.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1431E+02 EXCESS= .0000E+00 OUTFLOW= .1431E+02 BASIN STORAGE= .3614E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .67 5399.94 240.39 1.26 5.00 5395.47 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8530E+03 EXCESS= .0000E+00 OUTFLOW= .8530E+03 BASIN STORAGE= .2504E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .68 5117.21 240.84 1.20 5.00 5113.54 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8096E+03 EXCESS= .0000E+00 OUTFLOW= .8096E+03 BASIN STORAGE= .2399E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .70 4733.73 240.78 1.11 5.00 4726.64 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7496E+03 EXCESS= .0000E+00 OUTFLOW= .7496E+03 BASIN STORAGE= .2408E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .73 4338.46 240.58 1.02 5.00 4330.04 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6888E+03 EXCESS= .0000E+00 OUTFLOW= .6888E+03 BASIN STORAGE= .2296E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .75 4054.71 241.21 .95 5.00 4044.44 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6444E+03 EXCESS= .0000E+00 OUTFLOW= .6444E+03 BASIN STORAGE= .2365E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .79 3526.87 240.89 .83 5.00 3513.64 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5642E+03 EXCESS= .0000E+00 OUTFLOW= .5642E+03 BASIN STORAGE= .2323E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .74 5467.92 240.76 1.26 5.00 5461.30 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8657E+03 EXCESS= .0000E+00 OUTFLOW= .8657E+03 BASIN STORAGE= .2586E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .75 5181.68 240.73 1.19 5.00 5174.33 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8216E+03 EXCESS= .0000E+00 OUTFLOW= .8215E+03 BASIN STORAGE= .2636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .78 4788.67 240.67 1.10 5.00 4779.04 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7605E+03 EXCESS= .0000E+00 OUTFLOW= .7605E+03 BASIN STORAGE= .2823E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .80 4386.47 241.22 1.02 5.00 4373.85 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6988E+03 EXCESS= .0000E+00 OUTFLOW= .6988E+03 BASIN STORAGE= .2611E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .83 4098.33 241.29 .95 5.00 4083.09 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6536E+03 EXCESS= .0000E+00 OUTFLOW= .6536E+03 BASIN STORAGE= .2808E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .87 3561.93 241.28 .83 5.00 3553.10 245.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5721E+03 EXCESS= .0000E+00 OUTFLOW= .5721E+03 BASIN STORAGE= .2926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.60 229.54 242.14 1.54 5.00 229.23 240.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3946E+02 EXCESS= .0000E+00 OUTFLOW= .3947E+02 BASIN STORAGE= .2646E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.65 219.73 241.22 1.47 5.00 218.90 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3763E+02 EXCESS= .0000E+00 OUTFLOW= .3763E+02 BASIN STORAGE= .2728E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.72 205.62 242.22 1.37 5.00 204.94 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3510E+02 EXCESS= .0000E+00 OUTFLOW= .3510E+02 BASIN STORAGE= .2534E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.80 191.37 240.92 1.27 5.00 190.64 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3252E+02 EXCESS= .0000E+00 OUTFLOW= .3252E+02 BASIN STORAGE= .2602E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.87 180.52 240.82 1.19 5.00 179.92 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3060E+02 EXCESS= .0000E+00 OUTFLOW= .3061E+02 BASIN STORAGE= .2901E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 3.00 161.06 243.15 1.06 5.00 160.29 245.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2713E+02 EXCESS= .0000E+00 OUTFLOW= .2713E+02 BASIN STORAGE= .3022E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.83 450.87 238.02 1.64 5.00 450.51 240.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7666E+02 EXCESS= .0000E+00 OUTFLOW= .7667E+02 BASIN STORAGE= .4294E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.88 431.34 239.26 1.57 5.00 430.88 240.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7325E+02 EXCESS= .0000E+00 OUTFLOW= .7326E+02 BASIN STORAGE= .3789E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.96 405.07 239.48 1.47 5.00 404.77 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6854E+02 EXCESS= .0000E+00 OUTFLOW= .6855E+02 BASIN STORAGE= .3971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.04 378.47 240.01 1.36 5.00 378.46 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6374E+02 EXCESS= .0000E+00 OUTFLOW= .6375E+02 BASIN STORAGE= .3894E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.11 358.39 239.13 1.29 5.00 358.11 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6016E+02 EXCESS= .0000E+00 OUTFLOW= .6016E+02 BASIN STORAGE= .3877E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.25 321.12 240.18 1.15 5.00 321.05 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5365E+02 EXCESS= .0000E+00 OUTFLOW= .5366E+02 BASIN STORAGE= .4062E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.49 505.95 237.18 1.64 5.00 503.53 240.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8683E+02 EXCESS= .0000E+00 OUTFLOW= .8683E+02 BASIN STORAGE= .2028E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.52 484.14 236.88 1.57 5.00 481.69 240.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8297E+02 EXCESS= .0000E+00 OUTFLOW= .8297E+02 BASIN STORAGE= .2214E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.56 454.47 236.76 1.47 5.00 452.44 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7763E+02 EXCESS= .0000E+00 OUTFLOW= .7763E+02 BASIN STORAGE= .2065E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.60 424.25 236.98 1.37 5.00 422.96 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7220E+02 EXCESS= .0000E+00 OUTFLOW= .7220E+02 BASIN STORAGE= .2205E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.64 401.65 237.31 1.29 5.00 400.38 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6814E+02 EXCESS= .0000E+00 OUTFLOW= .6814E+02 BASIN STORAGE= .2324E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.71 359.78 237.79 1.15 5.00 359.01 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6078E+02 EXCESS= .0000E+00 OUTFLOW= .6078E+02 BASIN STORAGE= .2335E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.15 536.11 236.45 1.64 5.00 533.68 235.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9258E+02 EXCESS= .0000E+00 OUTFLOW= .9258E+02 BASIN STORAGE= .1573E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.17 512.75 235.98 1.57 5.00 510.83 235.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8846E+02 EXCESS= .0000E+00 OUTFLOW= .8846E+02 BASIN STORAGE= .1648E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.20 481.17 236.11 1.47 5.00 479.09 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8276E+02 EXCESS= .0000E+00 OUTFLOW= .8276E+02 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.23 449.05 236.61 1.36 5.00 447.67 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7696E+02 EXCESS= .0000E+00 OUTFLOW= .7696E+02 BASIN STORAGE= .1720E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.26 424.95 236.85 1.29 5.00 423.70 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7264E+02 EXCESS= .0000E+00 OUTFLOW= .7264E+02 BASIN STORAGE= .1636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.32 380.41 237.09 1.15 5.00 379.88 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6477E+02 EXCESS= .0000E+00 OUTFLOW= .6477E+02 BASIN STORAGE= .1777E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .74 592.48 235.66 1.65 5.00 591.71 235.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1028E+03 EXCESS= .0000E+00 OUTFLOW= .1028E+03 BASIN STORAGE= .1088E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .76 567.07 236.00 1.58 5.00 566.52 235.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9823E+02 EXCESS= .0000E+00 OUTFLOW= .9823E+02 BASIN STORAGE= .1070E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .78 532.39 235.87 1.48 5.00 531.60 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9193E+02 EXCESS= .0000E+00 OUTFLOW= .9193E+02 BASIN STORAGE= .1149E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .80 496.30 236.16 1.37 5.00 495.56 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8552E+02 EXCESS= .0000E+00 OUTFLOW= .8552E+02 BASIN STORAGE= .1170E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .82 469.80 235.74 1.30 5.00 468.87 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8073E+02 EXCESS= .0000E+00 OUTFLOW= .8073E+02 BASIN STORAGE= .1069E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .85 420.50 236.18 1.16 5.00 419.42 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7202E+02 EXCESS= .0000E+00 OUTFLOW= .7202E+02 BASIN STORAGE= .1060E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .67 640.57 235.14 1.63 5.00 640.51 235.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1115E+03 EXCESS= .0000E+00 OUTFLOW= .1115E+03 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .68 613.22 235.17 1.56 5.00 613.16 235.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1065E+03 EXCESS= .0000E+00 OUTFLOW= .1065E+03 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .70 575.25 235.65 1.46 5.00 575.15 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9962E+02 EXCESS= .0000E+00 OUTFLOW= .9962E+02 BASIN STORAGE= .1005E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .72 536.03 235.16 1.35 5.00 535.93 235.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9261E+02 EXCESS= .0000E+00 OUTFLOW= .9261E+02 BASIN STORAGE= .9868E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .74 507.02 235.28 1.28 5.00 506.83 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8738E+02 EXCESS= .0000E+00 OUTFLOW= .8738E+02 BASIN STORAGE= .1065E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .77 453.33 236.02 1.14 5.00 453.07 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7788E+02 EXCESS= .0000E+00 OUTFLOW= .7788E+02 BASIN STORAGE= .9901E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .68 704.66 230.51 1.60 5.00 703.83 230.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1235E+03 EXCESS= .0000E+00 OUTFLOW= .1235E+03 BASIN STORAGE= .1115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .69 674.24 231.17 1.52 5.00 673.28 230.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+03 EXCESS= .0000E+00 OUTFLOW= .1179E+03 BASIN STORAGE= .1142E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .71 631.37 230.98 1.42 5.00 630.14 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1102E+03 EXCESS= .0000E+00 OUTFLOW= .1102E+03 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .73 587.27 231.22 1.32 5.00 586.32 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1024E+03 EXCESS= .0000E+00 OUTFLOW= .1024E+03 BASIN STORAGE= .1049E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .75 554.36 231.40 1.25 5.00 554.20 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9650E+02 EXCESS= .0000E+00 OUTFLOW= .9650E+02 BASIN STORAGE= .1056E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .78 495.05 235.04 1.11 5.00 495.04 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8586E+02 EXCESS= .0000E+00 OUTFLOW= .8587E+02 BASIN STORAGE= .1027E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 126.67 250.00 1.73 5.00 126.67 250.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2259E+02 EXCESS= .0000E+00 OUTFLOW= .2259E+02 BASIN STORAGE= .1579E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 121.63 250.00 1.65 5.00 121.63 250.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2162E+02 EXCESS= .0000E+00 OUTFLOW= .2162E+02 BASIN STORAGE= .2108E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 114.59 250.00 1.55 5.00 114.59 250.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2028E+02 EXCESS= .0000E+00 OUTFLOW= .2028E+02 BASIN STORAGE= .2032E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 107.36 250.00 1.45 5.00 107.36 250.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1890E+02 EXCESS= .0000E+00 OUTFLOW= .1891E+02 BASIN STORAGE= .1916E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 101.93 250.00 1.37 5.00 101.93 250.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1788E+02 EXCESS= .0000E+00 OUTFLOW= .1788E+02 BASIN STORAGE= .1856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 91.97 250.00 1.23 5.00 91.97 250.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1602E+02 EXCESS= .0000E+00 OUTFLOW= .1602E+02 BASIN STORAGE= .1695E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 28.12 250.00 .27 5.00 28.12 250.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5234E+01 EXCESS= .0000E+00 OUTFLOW= .5235E+01 BASIN STORAGE= .8312E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 26.92 250.00 .26 5.00 26.92 250.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4992E+01 EXCESS= .0000E+00 OUTFLOW= .4993E+01 BASIN STORAGE= .8112E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 25.24 250.00 .24 5.00 25.24 250.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4657E+01 EXCESS= .0000E+00 OUTFLOW= .4658E+01 BASIN STORAGE= .7914E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 23.53 250.00 .22 5.00 23.53 250.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4317E+01 EXCESS= .0000E+00 OUTFLOW= .4317E+01 BASIN STORAGE= .7564E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 22.24 250.00 .21 5.00 22.24 250.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4064E+01 EXCESS= .0000E+00 OUTFLOW= .4064E+01 BASIN STORAGE= .7339E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 19.89 250.00 .19 5.00 19.89 250.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3606E+01 EXCESS= .0000E+00 OUTFLOW= .3606E+01 BASIN STORAGE= .8221E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .67 749.87 231.21 1.33 5.00 749.07 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1332E+03 EXCESS= .0000E+00 OUTFLOW= .1332E+03 BASIN STORAGE= .1047E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .69 717.20 231.26 1.27 5.00 716.23 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1271E+03 EXCESS= .0000E+00 OUTFLOW= .1271E+03 BASIN STORAGE= .1154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .70 671.21 231.15 1.19 5.00 670.50 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1188E+03 EXCESS= .0000E+00 OUTFLOW= .1188E+03 BASIN STORAGE= .1152E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .73 624.29 235.03 1.10 5.00 624.29 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1103E+03 EXCESS= .0000E+00 OUTFLOW= .1103E+03 BASIN STORAGE= .1162E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .74 589.74 235.22 1.04 5.00 589.72 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1040E+03 EXCESS= .0000E+00 OUTFLOW= .1040E+03 BASIN STORAGE= .1060E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .78 526.39 235.27 .93 5.00 526.29 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9246E+02 EXCESS= .0000E+00 OUTFLOW= .9246E+02 BASIN STORAGE= .1048E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 90.76 245.00 1.46 5.00 90.76 245.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1376E+02 BASIN STORAGE= .2881E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 86.66 245.00 1.39 5.00 86.66 245.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1310E+02 EXCESS= .0000E+00 OUTFLOW= .1310E+02 BASIN STORAGE= .2809E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 80.96 245.00 1.29 5.00 80.96 245.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1218E+02 EXCESS= .0000E+00 OUTFLOW= .1219E+02 BASIN STORAGE= .2631E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 75.11 245.00 1.19 5.00 75.11 245.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1126E+02 EXCESS= .0000E+00 OUTFLOW= .1126E+02 BASIN STORAGE= .2526E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 70.73 245.00 1.12 5.00 70.73 245.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+02 EXCESS= .0000E+00 OUTFLOW= .1057E+02 BASIN STORAGE= .2412E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 62.71 245.00 .99 5.00 62.71 245.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9322E+01 EXCESS= .0000E+00 OUTFLOW= .9325E+01 BASIN STORAGE= .2206E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.38 191.09 235.88 1.28 5.00 190.76 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2967E+02 EXCESS= .0000E+00 OUTFLOW= .2966E+02 BASIN STORAGE= .2396E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.43 181.32 235.98 1.21 5.00 180.92 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2813E+02 EXCESS= .0000E+00 OUTFLOW= .2813E+02 BASIN STORAGE= .2462E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.51 167.76 235.85 1.12 5.00 167.31 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2603E+02 EXCESS= .0000E+00 OUTFLOW= .2602E+02 BASIN STORAGE= .2452E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.60 154.03 236.23 1.03 5.00 153.39 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2389E+02 EXCESS= .0000E+00 OUTFLOW= .2388E+02 BASIN STORAGE= .2272E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.67 144.11 237.45 .96 5.00 143.62 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2231E+02 EXCESS= .0000E+00 OUTFLOW= .2231E+02 BASIN STORAGE= .2415E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.82 125.61 239.60 .84 5.00 125.45 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1947E+02 EXCESS= .0000E+00 OUTFLOW= .1947E+02 BASIN STORAGE= .2297E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .74 961.07 234.97 1.33 5.00 961.05 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1680E+03 EXCESS= .0000E+00 OUTFLOW= .1680E+03 BASIN STORAGE= .1398E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .75 917.86 234.82 1.27 5.00 917.80 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1602E+03 EXCESS= .0000E+00 OUTFLOW= .1602E+03 BASIN STORAGE= .1328E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .77 857.92 235.06 1.18 5.00 857.87 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1494E+03 EXCESS= .0000E+00 OUTFLOW= .1494E+03 BASIN STORAGE= .1315E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .79 796.37 235.80 1.10 5.00 796.32 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1385E+03 EXCESS= .0000E+00 OUTFLOW= .1385E+03 BASIN STORAGE= .1279E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .81 750.76 235.74 1.03 5.00 750.44 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1303E+03 EXCESS= .0000E+00 OUTFLOW= .1303E+03 BASIN STORAGE= .1352E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .85 666.32 235.28 .92 5.00 665.92 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1155E+03 EXCESS= .0000E+00 OUTFLOW= .1155E+03 BASIN STORAGE= .1410E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .74 982.43 234.87 1.33 5.00 982.34 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1726E+03 EXCESS= .0000E+00 OUTFLOW= .1726E+03 BASIN STORAGE= .1404E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .75 938.08 234.72 1.27 5.00 937.99 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1645E+03 EXCESS= .0000E+00 OUTFLOW= .1645E+03 BASIN STORAGE= .1331E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .77 876.72 234.95 1.19 5.00 876.71 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1534E+03 EXCESS= .0000E+00 OUTFLOW= .1534E+03 BASIN STORAGE= .1432E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .80 813.74 235.68 1.10 5.00 813.60 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1422E+03 EXCESS= .0000E+00 OUTFLOW= .1422E+03 BASIN STORAGE= .1318E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .82 766.88 235.63 1.03 5.00 766.53 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1338E+03 EXCESS= .0000E+00 OUTFLOW= .1338E+03 BASIN STORAGE= .1347E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .86 680.46 236.03 .92 5.00 679.98 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1186E+03 EXCESS= .0000E+00 OUTFLOW= .1186E+03 BASIN STORAGE= .1427E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.52 65.21 234.79 1.38 5.00 65.19 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E+02 EXCESS= .0000E+00 OUTFLOW= .1176E+02 BASIN STORAGE= .7260E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.57 61.90 233.22 1.31 5.00 61.88 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1118E+02 EXCESS= .0000E+00 OUTFLOW= .1119E+02 BASIN STORAGE= .6411E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.66 57.54 237.61 1.22 5.00 57.46 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1039E+02 EXCESS= .0000E+00 OUTFLOW= .1039E+02 BASIN STORAGE= .7171E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.75 53.13 237.61 1.12 5.00 53.04 240.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9591E+01 EXCESS= .0000E+00 OUTFLOW= .9591E+01 BASIN STORAGE= .6513E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.83 49.86 241.38 1.05 5.00 49.84 240.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8996E+01 EXCESS= .0000E+00 OUTFLOW= .8997E+01 BASIN STORAGE= .6551E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.98 44.09 243.80 .93 5.00 44.01 240.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7917E+01 EXCESS= .0000E+00 OUTFLOW= .7918E+01 BASIN STORAGE= .7041E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .75 1068.67 234.77 1.34 5.00 1068.50 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1886E+03 EXCESS= .0000E+00 OUTFLOW= .1886E+03 BASIN STORAGE= .1473E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .77 1019.83 234.57 1.27 5.00 1019.74 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1798E+03 EXCESS= .0000E+00 OUTFLOW= .1798E+03 BASIN STORAGE= .1412E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .79 952.47 235.51 1.19 5.00 952.45 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1676E+03 EXCESS= .0000E+00 OUTFLOW= .1676E+03 BASIN STORAGE= .1489E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .81 883.49 235.36 1.10 5.00 883.25 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1552E+03 EXCESS= .0000E+00 OUTFLOW= .1552E+03 BASIN STORAGE= .1468E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .83 831.96 235.23 1.03 5.00 831.69 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1460E+03 EXCESS= .0000E+00 OUTFLOW= .1460E+03 BASIN STORAGE= .1516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .88 737.53 235.46 .92 5.00 736.93 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1293E+03 EXCESS= .0000E+00 OUTFLOW= .1293E+03 BASIN STORAGE= .1420E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .81 1117.22 231.13 1.34 5.00 1116.91 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1984E+03 EXCESS= .0000E+00 OUTFLOW= .1984E+03 BASIN STORAGE= .1468E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .82 1065.37 231.46 1.28 5.00 1064.84 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1890E+03 EXCESS= .0000E+00 OUTFLOW= .1890E+03 BASIN STORAGE= .1528E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .84 993.85 234.60 1.19 5.00 993.69 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1762E+03 EXCESS= .0000E+00 OUTFLOW= .1762E+03 BASIN STORAGE= .1471E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .87 921.44 234.82 1.10 5.00 921.41 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+03 EXCESS= .0000E+00 OUTFLOW= .1632E+03 BASIN STORAGE= .1496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .89 867.63 235.18 1.04 5.00 867.49 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1535E+03 EXCESS= .0000E+00 OUTFLOW= .1535E+03 BASIN STORAGE= .1547E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .93 768.89 235.59 .92 5.00 768.41 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1359E+03 EXCESS= .0000E+00 OUTFLOW= .1359E+03 BASIN STORAGE= .1543E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 123.23 230.00 1.74 5.00 123.23 230.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1677E+02 EXCESS= .0000E+00 OUTFLOW= .1678E+02 BASIN STORAGE= .6774E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 118.39 230.00 1.66 5.00 118.39 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1606E+02 EXCESS= .0000E+00 OUTFLOW= .1606E+02 BASIN STORAGE= .6646E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 111.63 230.00 1.56 5.00 111.63 230.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1506E+02 EXCESS= .0000E+00 OUTFLOW= .1507E+02 BASIN STORAGE= .6463E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 104.66 230.00 1.46 5.00 104.66 230.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1405E+02 EXCESS= .0000E+00 OUTFLOW= .1405E+02 BASIN STORAGE= .6270E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 99.43 230.00 1.38 5.00 99.43 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1329E+02 EXCESS= .0000E+00 OUTFLOW= .1330E+02 BASIN STORAGE= .6121E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RAL96 MANE 5.00 89.78 230.00 1.23 5.00 89.78 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1191E+02 EXCESS= .0000E+00 OUTFLOW= .1192E+02 BASIN STORAGE= .5838E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 58.63 255.00 -1.00 5.00 58.63 255.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 55.08 260.00 -1.00 5.00 55.08 260.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 50.44 260.00 -1.00 5.00 50.44 260.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 45.70 260.00 -1.00 5.00 45.70 260.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 42.18 260.00 -1.00 5.00 42.18 260.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL93 MANE 5.00 35.74 260.00 -1.00 5.00 35.74 260.00 -1.00

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 5.00 186.17 225.00 1.16 5.00 186.17 225.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2248E+02 EXCESS= .0000E+00 OUTFLOW= .2248E+02 BASIN STORAGE= .1314E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 5.00 176.10 225.00 1.10 5.00 176.10 225.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2124E+02 EXCESS= .0000E+00 OUTFLOW= .2124E+02 BASIN STORAGE= .1274E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 5.00 162.17 225.00 1.01 5.00 162.17 225.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1953E+02 EXCESS= .0000E+00 OUTFLOW= .1954E+02 BASIN STORAGE= .1171E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 5.00 148.04 225.00 .92 5.00 148.04 225.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1782E+02 EXCESS= .0000E+00 OUTFLOW= .1782E+02 BASIN STORAGE= .1114E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 5.00 137.54 225.00 .86 5.00 137.54 225.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1655E+02 EXCESS= .0000E+00 OUTFLOW= .1655E+02 BASIN STORAGE= .1071E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R1-GOLF MANE 5.00 119.15 230.00 .74 5.00 119.15 230.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1428E+02 EXCESS= .0000E+00 OUTFLOW= .1428E+02 BASIN STORAGE= .9902E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 350.64 230.00 1.18 5.00 350.64 230.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4250E+02 EXCESS= .0000E+00 OUTFLOW= .4251E+02 BASIN STORAGE= .1840E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 331.97 230.00 1.11 5.00 331.97 230.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4019E+02 EXCESS= .0000E+00 OUTFLOW= .4019E+02 BASIN STORAGE= .1793E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 306.11 230.00 1.03 5.00 306.11 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3700E+02 EXCESS= .0000E+00 OUTFLOW= .3701E+02 BASIN STORAGE= .1689E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 279.78 230.00 .94 5.00 279.78 230.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3379E+02 EXCESS= .0000E+00 OUTFLOW= .3379E+02 BASIN STORAGE= .1620E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 260.19 230.00 .87 5.00 260.19 230.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3142E+02 EXCESS= .0000E+00 OUTFLOW= .3142E+02 BASIN STORAGE= .1522E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC2a-OAK MANE 5.00 224.68 230.00 .75 5.00 224.68 230.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2717E+02 EXCESS= .0000E+00 OUTFLOW= .2717E+02 BASIN STORAGE= .2193E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .85 448.97 229.80 1.22 5.00 448.89 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5781E+02 EXCESS= .0000E+00 OUTFLOW= .5781E+02 BASIN STORAGE= .1141E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .87 425.68 230.39 1.16 5.00 425.50 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5473E+02 EXCESS= .0000E+00 OUTFLOW= .5473E+02 BASIN STORAGE= .1083E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .89 393.48 230.57 1.07 5.00 393.19 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5050E+02 EXCESS= .0000E+00 OUTFLOW= .5050E+02 BASIN STORAGE= .1175E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .93 360.69 230.37 .98 5.00 360.31 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4622E+02 EXCESS= .0000E+00 OUTFLOW= .4622E+02 BASIN STORAGE= .1160E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE .95 336.14 230.23 .91 5.00 335.86 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4306E+02 EXCESS= .0000E+00 OUTFLOW= .4306E+02 BASIN STORAGE= .1136E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3-ELPC MANE 1.01 291.94 230.47 .79 5.00 291.36 230.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3738E+02 EXCESS= .0000E+00 OUTFLOW= .3738E+02 BASIN STORAGE= .1179E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.53 645.19 226.54 1.17 5.00 637.87 225.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8243E+02 EXCESS= .0000E+00 OUTFLOW= .8243E+02 BASIN STORAGE= .2351E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.57 608.90 226.97 1.11 5.00 602.83 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7794E+02 EXCESS= .0000E+00 OUTFLOW= .7795E+02 BASIN STORAGE= .2250E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.62 561.71 226.55 1.02 5.00 553.56 225.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7178E+02 EXCESS= .0000E+00 OUTFLOW= .7179E+02 BASIN STORAGE= .2304E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.68 512.61 226.66 .93 5.00 504.19 225.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6557E+02 EXCESS= .0000E+00 OUTFLOW= .6557E+02 BASIN STORAGE= .2629E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.73 475.22 226.58 .87 5.00 469.20 230.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6097E+02 EXCESS= .0000E+00 OUTFLOW= .6098E+02 BASIN STORAGE= .2244E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RC3aOAKC MANE 1.84 409.75 227.70 .75 5.00 406.25 230.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5275E+02 EXCESS= .0000E+00 OUTFLOW= .5275E+02 BASIN STORAGE= .2645E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.13 194.35 223.75 1.41 5.00 193.87 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2490E+02 EXCESS= .0000E+00 OUTFLOW= .2490E+02 BASIN STORAGE= .2702E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.15 185.29 223.72 1.34 5.00 184.89 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2368E+02 EXCESS= .0000E+00 OUTFLOW= .2368E+02 BASIN STORAGE= .2609E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.18 173.15 224.67 1.25 5.00 172.91 225.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2200E+02 EXCESS= .0000E+00 OUTFLOW= .2200E+02 BASIN STORAGE= .2530E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.21 159.88 223.69 1.15 5.00 159.68 225.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2029E+02 EXCESS= .0000E+00 OUTFLOW= .2029E+02 BASIN STORAGE= .2914E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.24 150.72 224.20 1.08 5.00 150.35 225.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1902E+02 EXCESS= .0000E+00 OUTFLOW= .1902E+02 BASIN STORAGE= .2436E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R3-HOLMC MANE 2.30 133.35 225.14 .95 5.00 133.28 225.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1673E+02 EXCESS= .0000E+00 OUTFLOW= .1673E+02 BASIN STORAGE= .2302E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 29.87 400.00 .52 5.00 29.87 400.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5279E+02 EXCESS= .0000E+00 OUTFLOW= .5224E+02 BASIN STORAGE= .5515E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 29.49 400.00 .51 5.00 29.49 400.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5184E+02 EXCESS= .0000E+00 OUTFLOW= .5131E+02 BASIN STORAGE= .5422E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 28.90 400.00 .50 5.00 28.90 400.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5045E+02 EXCESS= .0000E+00 OUTFLOW= .4992E+02 BASIN STORAGE= .5293E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 28.22 400.00 .48 5.00 28.22 400.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4892E+02 EXCESS= .0000E+00 OUTFLOW= .4841E+02 BASIN STORAGE= .5129E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 27.72 395.00 .47 5.00 27.72 395.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4769E+02 EXCESS= .0000E+00 OUTFLOW= .4720E+02 BASIN STORAGE= .5009E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

OAKEYOT MANE 5.00 26.68 395.00 .45 5.00 26.68 395.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4529E+02 EXCESS= .0000E+00 OUTFLOW= .4482E+02 BASIN STORAGE= .4767E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 182.77 235.00 1.73 5.00 182.77 235.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2425E+02 EXCESS= .0000E+00 OUTFLOW= .2426E+02 BASIN STORAGE= .3487E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 175.61 235.00 1.66 5.00 175.61 235.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2322E+02 BASIN STORAGE= .3411E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 165.59 235.00 1.55 5.00 165.59 235.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2177E+02 EXCESS= .0000E+00 OUTFLOW= .2178E+02 BASIN STORAGE= .3302E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 155.27 235.00 1.45 5.00 155.27 235.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2029E+02 EXCESS= .0000E+00 OUTFLOW= .2031E+02 BASIN STORAGE= .3189E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 147.50 235.00 1.37 5.00 147.50 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1919E+02 EXCESS= .0000E+00 OUTFLOW= .1920E+02 BASIN STORAGE= .3101E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA01-C MANE 5.00 133.15 235.00 1.23 5.00 133.15 235.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1719E+02 EXCESS= .0000E+00 OUTFLOW= .1720E+02 BASIN STORAGE= .3036E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.54 279.56 232.28 1.68 5.00 278.26 230.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3940E+02 EXCESS= .0000E+00 OUTFLOW= .3940E+02 BASIN STORAGE= .1849E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.56 268.83 231.59 1.61 5.00 266.71 230.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3768E+02 EXCESS= .0000E+00 OUTFLOW= .3768E+02 BASIN STORAGE= .1683E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.60 251.80 231.06 1.51 5.00 250.03 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3530E+02 EXCESS= .0000E+00 OUTFLOW= .3530E+02 BASIN STORAGE= .1675E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.65 235.17 232.57 1.40 5.00 233.15 230.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3287E+02 EXCESS= .0000E+00 OUTFLOW= .3287E+02 BASIN STORAGE= .1808E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.69 222.72 232.68 1.33 5.00 220.49 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3105E+02 EXCESS= .0000E+00 OUTFLOW= .3105E+02 BASIN STORAGE= .1619E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA05 MANE 1.76 199.95 232.57 1.18 5.00 198.46 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2774E+02 EXCESS= .0000E+00 OUTFLOW= .2774E+02 BASIN STORAGE= .1643E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 110.90 235.00 1.44 5.00 110.90 235.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1338E+02 EXCESS= .0000E+00 OUTFLOW= .1338E+02 BASIN STORAGE= .2795E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 106.01 235.00 1.37 5.00 106.01 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1273E+02 EXCESS= .0000E+00 OUTFLOW= .1274E+02 BASIN STORAGE= .2665E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 99.16 235.00 1.28 5.00 99.16 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1184E+02 EXCESS= .0000E+00 OUTFLOW= .1184E+02 BASIN STORAGE= .2496E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 92.12 235.00 1.18 5.00 92.12 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1093E+02 EXCESS= .0000E+00 OUTFLOW= .1094E+02 BASIN STORAGE= .2405E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 86.82 235.00 1.11 5.00 86.82 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1026E+02 EXCESS= .0000E+00 OUTFLOW= .1026E+02 BASIN STORAGE= .2335E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK06-C MANE 5.00 77.08 235.00 .97 5.00 77.08 235.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9040E+01 EXCESS= .0000E+00 OUTFLOW= .9044E+01 BASIN STORAGE= .3172E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK07 MANE 1.06 530.67 231.00 1.50 5.00 529.70 230.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7463E+02 EXCESS= .0000E+00 OUTFLOW= .7463E+02 BASIN STORAGE= .1615E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE 1.08 506.73 230.96 1.43 5.00 505.59 230.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7114E+02 EXCESS= .0000E+00 OUTFLOW= .7114E+02 BASIN STORAGE= .1496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE 1.11 472.64 230.73 1.33 5.00 471.48 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6632E+02 EXCESS= .0000E+00 OUTFLOW= .6632E+02 BASIN STORAGE= .1521E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE 1.15 438.49 230.91 1.23 5.00 437.01 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6141E+02 EXCESS= .0000E+00 OUTFLOW= .6141E+02 BASIN STORAGE= .1606E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE 1.18 412.61 231.85 1.16 5.00 411.03 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5776E+02 EXCESS= .0000E+00 OUTFLOW= .5777E+02 BASIN STORAGE= .1517E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK07 MANE 1.24 365.98 232.23 1.03 5.00 363.83 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5116E+02 EXCESS= .0000E+00 OUTFLOW= .5116E+02 BASIN STORAGE= .1624E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 222.69 230.00 1.42 5.00 222.69 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2746E+02 EXCESS= .0000E+00 OUTFLOW= .2747E+02 BASIN STORAGE= .2387E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 212.12 230.00 1.35 5.00 212.12 230.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2612E+02 EXCESS= .0000E+00 OUTFLOW= .2613E+02 BASIN STORAGE= .2270E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 197.41 230.00 1.25 5.00 197.41 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2427E+02 EXCESS= .0000E+00 OUTFLOW= .2428E+02 BASIN STORAGE= .2193E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 182.72 235.00 1.16 5.00 182.72 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2239E+02 EXCESS= .0000E+00 OUTFLOW= .2240E+02 BASIN STORAGE= .3253E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 172.33 235.00 1.08 5.00 172.33 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2100E+02 EXCESS= .0000E+00 OUTFLOW= .2100E+02 BASIN STORAGE= .3156E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROK03-C MANE 5.00 153.27 235.00 .95 5.00 153.27 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1848E+02 EXCESS= .0000E+00 OUTFLOW= .1848E+02 BASIN STORAGE= .2973E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE 1.04 835.22 230.87 1.42 5.00 831.59 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1134E+03 EXCESS= .0000E+00 OUTFLOW= .1134E+03 BASIN STORAGE= .1710E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE 1.06 796.63 231.09 1.35 5.00 792.50 230.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1079E+03 EXCESS= .0000E+00 OUTFLOW= .1079E+03 BASIN STORAGE= .1920E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE 1.10 741.49 231.24 1.26 5.00 736.82 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1004E+03 EXCESS= .0000E+00 OUTFLOW= .1004E+03 BASIN STORAGE= .1733E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE 1.13 685.24 231.83 1.16 5.00 680.23 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9269E+02 EXCESS= .0000E+00 OUTFLOW= .9269E+02 BASIN STORAGE= .1890E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE 1.16 643.71 231.97 1.09 5.00 638.73 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8699E+02 EXCESS= .0000E+00 OUTFLOW= .8699E+02 BASIN STORAGE= .1820E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK04-C MANE 1.22 568.21 231.79 .96 5.00 566.66 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7669E+02 EXCESS= .0000E+00 OUTFLOW= .7669E+02 BASIN STORAGE= .1808E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 1.90 882.42 231.55 .93 5.00 874.51 230.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1719E+03 EXCESS= .0000E+00 OUTFLOW= .1717E+03 BASIN STORAGE= .3571E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 1.93 843.44 232.10 .89 5.00 835.15 235.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1652E+03 EXCESS= .0000E+00 OUTFLOW= .1650E+03 BASIN STORAGE= .3526E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 1.99 785.42 232.90 .84 5.00 780.85 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1559E+03 EXCESS= .0000E+00 OUTFLOW= .1557E+03 BASIN STORAGE= .3463E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 2.05 726.58 234.20 .79 5.00 724.15 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1462E+03 EXCESS= .0000E+00 OUTFLOW= .1460E+03 BASIN STORAGE= .3382E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 2.11 683.59 233.81 .75 5.00 681.28 235.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1390E+03 EXCESS= .0000E+00 OUTFLOW= .1388E+03 BASIN STORAGE= .3323E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCOK08 MANE 2.21 604.93 234.13 .68 5.00 603.87 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1257E+03 EXCESS= .0000E+00 OUTFLOW= .1256E+03 BASIN STORAGE= .3203E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.45 128.67 220.24 1.57 5.00 128.67 220.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1466E+02 EXCESS= .0000E+00 OUTFLOW= .1467E+02 BASIN STORAGE= .1915E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.49 123.52 219.15 1.50 5.00 122.65 220.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1399E+02 EXCESS= .0000E+00 OUTFLOW= .1399E+02 BASIN STORAGE= .2389E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.56 116.02 219.76 1.40 5.00 115.70 220.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1306E+02 EXCESS= .0000E+00 OUTFLOW= .1307E+02 BASIN STORAGE= .2074E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.63 107.74 218.17 1.30 5.00 107.47 220.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1212E+02 EXCESS= .0000E+00 OUTFLOW= .1212E+02 BASIN STORAGE= .2162E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.69 102.24 220.38 1.22 5.00 102.15 220.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1142E+02 EXCESS= .0000E+00 OUTFLOW= .1142E+02 BASIN STORAGE= .2398E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH04-C MANE 2.81 91.35 219.08 1.09 5.00 90.88 220.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1013E+02 EXCESS= .0000E+00 OUTFLOW= .1013E+02 BASIN STORAGE= .2370E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 3.81 237.55 225.02 1.64 5.00 237.53 225.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2954E+02 EXCESS= .0000E+00 OUTFLOW= .2955E+02 BASIN STORAGE= .4560E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 3.88 226.77 225.20 1.57 5.00 226.69 225.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2822E+02 EXCESS= .0000E+00 OUTFLOW= .2823E+02 BASIN STORAGE= .4379E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 3.98 215.36 222.65 1.47 5.00 211.95 225.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2641E+02 EXCESS= .0000E+00 OUTFLOW= .2642E+02 BASIN STORAGE= .4619E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 4.09 201.06 224.90 1.36 5.00 200.77 225.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2455E+02 EXCESS= .0000E+00 OUTFLOW= .2456E+02 BASIN STORAGE= .4363E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 4.17 189.85 225.41 1.29 5.00 189.52 225.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2317E+02 EXCESS= .0000E+00 OUTFLOW= .2318E+02 BASIN STORAGE= .4006E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH05-C MANE 4.36 169.23 222.55 1.15 5.00 168.03 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2064E+02 EXCESS= .0000E+00 OUTFLOW= .2064E+02 BASIN STORAGE= .4239E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.80 464.81 223.58 1.55 5.00 463.71 225.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5926E+02 EXCESS= .0000E+00 OUTFLOW= .5926E+02 BASIN STORAGE= .2658E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.84 443.63 224.08 1.48 5.00 443.29 225.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5651E+02 EXCESS= .0000E+00 OUTFLOW= .5652E+02 BASIN STORAGE= .2329E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.89 415.32 224.52 1.38 5.00 415.14 225.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5274E+02 EXCESS= .0000E+00 OUTFLOW= .5274E+02 BASIN STORAGE= .2397E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.94 388.45 226.46 1.28 5.00 388.25 225.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4891E+02 EXCESS= .0000E+00 OUTFLOW= .4891E+02 BASIN STORAGE= .2356E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 1.98 366.23 223.88 1.21 5.00 365.73 225.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4604E+02 EXCESS= .0000E+00 OUTFLOW= .4605E+02 BASIN STORAGE= .2666E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH09-C MANE 2.08 325.78 224.40 1.07 5.00 325.44 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4081E+02 EXCESS= .0000E+00 OUTFLOW= .4081E+02 BASIN STORAGE= .2665E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .92 649.80 221.30 1.57 5.00 643.35 220.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8313E+02 EXCESS= .0000E+00 OUTFLOW= .8314E+02 BASIN STORAGE= .1534E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .94 620.22 220.77 1.49 5.00 614.24 220.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7931E+02 EXCESS= .0000E+00 OUTFLOW= .7931E+02 BASIN STORAGE= .1522E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .96 581.38 220.81 1.40 5.00 575.29 220.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7404E+02 EXCESS= .0000E+00 OUTFLOW= .7404E+02 BASIN STORAGE= .1517E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE .99 540.48 221.49 1.29 5.00 533.85 220.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6868E+02 EXCESS= .0000E+00 OUTFLOW= .6868E+02 BASIN STORAGE= .1527E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE 1.01 510.57 221.52 1.22 5.00 503.94 220.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6469E+02 EXCESS= .0000E+00 OUTFLOW= .6469E+02 BASIN STORAGE= .1366E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH10 MANE 1.06 454.15 221.60 1.08 5.00 447.90 225.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5740E+02 EXCESS= .0000E+00 OUTFLOW= .5740E+02 BASIN STORAGE= .1546E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.14 1487.40 226.50 1.08 5.00 1479.35 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2598E+03 EXCESS= .0000E+00 OUTFLOW= .2597E+03 BASIN STORAGE= .2651E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.17 1417.65 226.25 1.04 5.00 1411.63 230.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2490E+03 EXCESS= .0000E+00 OUTFLOW= .2489E+03 BASIN STORAGE= .2617E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.20 1321.07 226.75 .97 5.00 1316.62 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2342E+03 EXCESS= .0000E+00 OUTFLOW= .2340E+03 BASIN STORAGE= .2570E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.24 1224.32 227.66 .91 5.00 1222.75 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2189E+03 EXCESS= .0000E+00 OUTFLOW= .2188E+03 BASIN STORAGE= .2511E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.27 1150.94 229.45 .86 5.00 1150.55 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2074E+03 EXCESS= .0000E+00 OUTFLOW= .2073E+03 BASIN STORAGE= .2467E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK12 MANE 1.33 1018.86 230.23 .78 5.00 1018.58 230.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1865E+03 EXCESS= .0000E+00 OUTFLOW= .1864E+03 BASIN STORAGE= .2378E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.33 1602.26 226.79 1.10 5.00 1597.86 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2762E+03 EXCESS= .0000E+00 OUTFLOW= .2760E+03 BASIN STORAGE= .3166E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.35 1527.68 227.14 1.05 5.00 1525.03 230.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2646E+03 EXCESS= .0000E+00 OUTFLOW= .2645E+03 BASIN STORAGE= .3126E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.39 1423.10 228.15 .99 5.00 1421.24 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2486E+03 EXCESS= .0000E+00 OUTFLOW= .2484E+03 BASIN STORAGE= .3070E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.43 1319.25 227.85 .92 5.00 1318.72 230.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2322E+03 EXCESS= .0000E+00 OUTFLOW= .2321E+03 BASIN STORAGE= .2999E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.47 1240.79 230.52 .87 5.00 1240.33 230.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2199E+03 EXCESS= .0000E+00 OUTFLOW= .2198E+03 BASIN STORAGE= .2947E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH14B MANE 1.54 1098.42 231.23 .78 5.00 1096.89 230.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1975E+03 EXCESS= .0000E+00 OUTFLOW= .1973E+03 BASIN STORAGE= .2841E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.40 1654.08 230.30 1.11 5.00 1653.38 230.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2844E+03 EXCESS= .0000E+00 OUTFLOW= .2842E+03 BASIN STORAGE= .3398E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.43 1578.07 230.33 1.06 5.00 1577.19 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2724E+03 EXCESS= .0000E+00 OUTFLOW= .2723E+03 BASIN STORAGE= .3354E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.47 1471.69 231.01 1.00 5.00 1468.63 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2559E+03 EXCESS= .0000E+00 OUTFLOW= .2558E+03 BASIN STORAGE= .3295E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.52 1363.75 230.44 .93 5.00 1362.53 230.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2390E+03 EXCESS= .0000E+00 OUTFLOW= .2389E+03 BASIN STORAGE= .3219E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.55 1285.11 231.48 .88 5.00 1280.06 230.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2263E+03 EXCESS= .0000E+00 OUTFLOW= .2261E+03 BASIN STORAGE= .3162E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCOK13 MANE 1.63 1137.51 231.68 .79 5.00 1130.95 230.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2031E+03 EXCESS= .0000E+00 OUTFLOW= .2030E+03 BASIN STORAGE= .3049E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 41.45 235.00 1.40 5.00 41.45 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6435E+01 EXCESS= .0000E+00 OUTFLOW= .6436E+01 BASIN STORAGE= .1749E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 39.51 240.00 1.33 5.00 39.51 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6119E+01 EXCESS= .0000E+00 OUTFLOW= .6120E+01 BASIN STORAGE= .1700E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 36.86 240.00 1.24 5.00 36.86 240.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5683E+01 EXCESS= .0000E+00 OUTFLOW= .5684E+01 BASIN STORAGE= .1615E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 34.15 240.00 1.14 5.00 34.15 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5240E+01 EXCESS= .0000E+00 OUTFLOW= .5241E+01 BASIN STORAGE= .1510E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 32.11 240.00 1.07 5.00 32.11 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4912E+01 EXCESS= .0000E+00 OUTFLOW= .4912E+01 BASIN STORAGE= .1775E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RPR1 MANE 5.00 28.40 240.00 .94 5.00 28.40 240.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4318E+01 EXCESS= .0000E+00 OUTFLOW= .4318E+01 BASIN STORAGE= .1624E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 150.52 214.80 1.33 5.00 150.50 215.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2871E+02 EXCESS= .0000E+00 OUTFLOW= .2871E+02 BASIN STORAGE= .4186E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 150.91 218.77 1.28 5.00 150.41 220.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2766E+02 EXCESS= .0000E+00 OUTFLOW= .2766E+02 BASIN STORAGE= .4885E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 151.91 218.77 1.21 5.00 150.88 220.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2618E+02 EXCESS= .0000E+00 OUTFLOW= .2618E+02 BASIN STORAGE= .4640E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 151.81 218.77 1.14 5.00 150.94 220.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2460E+02 EXCESS= .0000E+00 OUTFLOW= .2460E+02 BASIN STORAGE= .4345E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 150.56 222.75 1.08 5.00 150.50 220.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2336E+02 EXCESS= .0000E+00 OUTFLOW= .2336E+02 BASIN STORAGE= .4894E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCR2 MANE 3.98 151.52 222.75 .97 5.00 149.66 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2098E+02 EXCESS= .0000E+00 OUTFLOW= .2098E+02 BASIN STORAGE= .4472E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.04 231.14 220.03 1.34 5.00 231.13 220.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3787E+02 EXCESS= .0000E+00 OUTFLOW= .3787E+02 BASIN STORAGE= .1227E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.05 227.59 220.69 1.29 5.00 227.53 220.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3636E+02 EXCESS= .0000E+00 OUTFLOW= .3636E+02 BASIN STORAGE= .1201E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.05 222.80 220.57 1.21 5.00 222.67 220.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3426E+02 EXCESS= .0000E+00 OUTFLOW= .3426E+02 BASIN STORAGE= .1192E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.06 217.19 220.57 1.14 5.00 216.69 220.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3206E+02 EXCESS= .0000E+00 OUTFLOW= .3206E+02 BASIN STORAGE= .1212E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.06 212.64 221.47 1.08 5.00 211.08 220.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3034E+02 EXCESS= .0000E+00 OUTFLOW= .3034E+02 BASIN STORAGE= .1221E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL01A MANE 1.07 202.32 221.63 .96 5.00 199.79 225.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2711E+02 EXCESS= .0000E+00 OUTFLOW= .2711E+02 BASIN STORAGE= .1228E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.62 102.52 223.08 1.38 5.00 102.47 225.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1318E+02 EXCESS= .0000E+00 OUTFLOW= .1318E+02 BASIN STORAGE= .1183E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.65 97.71 224.11 1.31 5.00 97.66 225.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1252E+02 EXCESS= .0000E+00 OUTFLOW= .1252E+02 BASIN STORAGE= .1271E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.70 91.03 223.75 1.22 5.00 90.97 225.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1162E+02 EXCESS= .0000E+00 OUTFLOW= .1162E+02 BASIN STORAGE= .1275E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.75 84.20 223.81 1.12 5.00 84.13 225.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1071E+02 EXCESS= .0000E+00 OUTFLOW= .1071E+02 BASIN STORAGE= .1175E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.79 79.10 224.07 1.05 5.00 79.04 225.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1003E+02 EXCESS= .0000E+00 OUTFLOW= .1003E+02 BASIN STORAGE= .1255E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL04-C MANE 1.88 69.83 224.18 .92 5.00 69.77 225.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8803E+01 EXCESS= .0000E+00 OUTFLOW= .8803E+01 BASIN STORAGE= .1289E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.69 348.09 221.97 1.35 5.00 344.68 220.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5329E+02 EXCESS= .0000E+00 OUTFLOW= .5329E+02 BASIN STORAGE= .2195E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.70 338.51 221.47 1.30 5.00 335.12 220.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5102E+02 EXCESS= .0000E+00 OUTFLOW= .5102E+02 BASIN STORAGE= .2156E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.72 325.70 221.44 1.22 5.00 322.09 220.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4787E+02 EXCESS= .0000E+00 OUTFLOW= .4786E+02 BASIN STORAGE= .2150E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.73 312.22 221.65 1.13 5.00 307.96 225.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4459E+02 EXCESS= .0000E+00 OUTFLOW= .4459E+02 BASIN STORAGE= .2209E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.74 300.83 223.33 1.07 5.00 297.98 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4208E+02 EXCESS= .0000E+00 OUTFLOW= .4208E+02 BASIN STORAGE= .2158E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUS MANE 1.77 279.39 223.31 .95 5.00 278.39 225.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3742E+02 EXCESS= .0000E+00 OUTFLOW= .3741E+02 BASIN STORAGE= .2188E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.66 495.60 222.79 1.36 5.00 493.14 225.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7345E+02 EXCESS= .0000E+00 OUTFLOW= .7345E+02 BASIN STORAGE= .2303E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.67 479.03 222.65 1.30 5.00 477.04 225.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7019E+02 EXCESS= .0000E+00 OUTFLOW= .7018E+02 BASIN STORAGE= .2368E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.69 456.75 223.15 1.22 5.00 454.70 225.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6567E+02 EXCESS= .0000E+00 OUTFLOW= .6567E+02 BASIN STORAGE= .2391E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.71 432.13 223.97 1.13 5.00 431.23 225.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6099E+02 EXCESS= .0000E+00 OUTFLOW= .6099E+02 BASIN STORAGE= .2259E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.72 413.13 224.10 1.07 5.00 412.91 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5746E+02 EXCESS= .0000E+00 OUTFLOW= .5746E+02 BASIN STORAGE= .2382E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL05-C MANE 1.75 378.95 226.10 .95 5.00 377.81 225.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5092E+02 EXCESS= .0000E+00 OUTFLOW= .5092E+02 BASIN STORAGE= .2322E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.15 530.79 221.51 1.37 5.00 526.34 225.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7924E+02 EXCESS= .0000E+00 OUTFLOW= .7923E+02 BASIN STORAGE= .1620E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.16 512.15 221.96 1.31 5.00 508.38 225.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7569E+02 EXCESS= .0000E+00 OUTFLOW= .7569E+02 BASIN STORAGE= .1589E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.17 486.32 221.97 1.23 5.00 483.73 225.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7080E+02 EXCESS= .0000E+00 OUTFLOW= .7079E+02 BASIN STORAGE= .1573E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.18 458.50 222.34 1.14 5.00 457.67 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6574E+02 EXCESS= .0000E+00 OUTFLOW= .6574E+02 BASIN STORAGE= .1577E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.19 437.16 225.52 1.07 5.00 436.94 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6191E+02 EXCESS= .0000E+00 OUTFLOW= .6190E+02 BASIN STORAGE= .1555E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBR3 MANE 1.21 399.08 225.99 .95 5.00 397.73 225.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5485E+02 EXCESS= .0000E+00 OUTFLOW= .5485E+02 BASIN STORAGE= .1571E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 108.86 225.00 1.40 5.00 108.86 225.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1212E+02 EXCESS= .0000E+00 OUTFLOW= .1213E+02 BASIN STORAGE= .1807E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 103.78 225.00 1.33 5.00 103.78 225.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1153E+02 EXCESS= .0000E+00 OUTFLOW= .1153E+02 BASIN STORAGE= .1761E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 96.70 225.00 1.24 5.00 96.70 225.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1071E+02 EXCESS= .0000E+00 OUTFLOW= .1071E+02 BASIN STORAGE= .1644E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 89.45 225.00 1.14 5.00 89.45 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9871E+01 EXCESS= .0000E+00 OUTFLOW= .9874E+01 BASIN STORAGE= .1577E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 83.89 225.00 1.07 5.00 83.89 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9252E+01 EXCESS= .0000E+00 OUTFLOW= .9254E+01 BASIN STORAGE= .1643E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09-C MANE 5.00 73.96 225.00 .94 5.00 73.96 225.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8133E+01 EXCESS= .0000E+00 OUTFLOW= .8135E+01 BASIN STORAGE= .1488E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDGSR MANE .25 .38 261.50 -1.00 5.00 .29 265.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE 5.00 .00 .00 -1.00 5.00 .00 265.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE 5.00 .00 .00 -1.00 5.00 .00 265.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE 5.00 .00 .00 -1.00 5.00 .00 265.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE 5.00 .00 .00 -1.00 5.00 .00 265.00 -1.00

FOR PLAN = 1 RATIO= .00

RDGSR MANE 5.00 .00 .00 -1.00 5.00 .00 265.00 -1.00

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.44 722.49 226.49 1.41 5.00 721.64 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1033E+03 EXCESS= .0000E+00 OUTFLOW= .1033E+03 BASIN STORAGE= .2180E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.45 695.22 225.28 1.35 5.00 694.70 225.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9865E+02 EXCESS= .0000E+00 OUTFLOW= .9864E+02 BASIN STORAGE= .2100E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.47 659.72 226.26 1.26 5.00 657.00 225.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9221E+02 EXCESS= .0000E+00 OUTFLOW= .9221E+02 BASIN STORAGE= .2125E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.49 621.10 226.01 1.17 5.00 617.60 225.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8560E+02 EXCESS= .0000E+00 OUTFLOW= .8560E+02 BASIN STORAGE= .2034E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.50 590.85 226.76 1.10 5.00 587.00 225.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8060E+02 EXCESS= .0000E+00 OUTFLOW= .8060E+02 BASIN STORAGE= .2142E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL11-C MANE 1.53 535.52 226.72 .97 5.00 529.14 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7144E+02 EXCESS= .0000E+00 OUTFLOW= .7144E+02 BASIN STORAGE= .2212E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .84 748.58 225.47 1.41 5.00 747.15 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1071E+03 EXCESS= .0000E+00 OUTFLOW= .1071E+03 BASIN STORAGE= .4620E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .85 720.70 225.64 1.35 5.00 718.86 225.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+03 EXCESS= .0000E+00 OUTFLOW= .1023E+03 BASIN STORAGE= .4677E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .87 680.69 226.19 1.26 5.00 679.11 225.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9557E+02 EXCESS= .0000E+00 OUTFLOW= .9557E+02 BASIN STORAGE= .4806E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .88 639.87 226.23 1.17 5.00 637.48 225.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8870E+02 EXCESS= .0000E+00 OUTFLOW= .8870E+02 BASIN STORAGE= .4784E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .90 608.22 226.30 1.10 5.00 604.86 225.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8351E+02 EXCESS= .0000E+00 OUTFLOW= .8351E+02 BASIN STORAGE= .4837E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL10-C MANE .93 548.70 226.40 .98 5.00 543.74 225.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7401E+02 EXCESS= .0000E+00 OUTFLOW= .7401E+02 BASIN STORAGE= .4842E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.26 247.10 237.89 1.62 5.00 245.99 235.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3953E+02 EXCESS= .0000E+00 OUTFLOW= .3954E+02 BASIN STORAGE= .6978E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.29 236.77 237.16 1.55 5.00 235.88 235.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3776E+02 EXCESS= .0000E+00 OUTFLOW= .3776E+02 BASIN STORAGE= .7669E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.35 222.27 237.57 1.45 5.00 221.32 235.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3531E+02 EXCESS= .0000E+00 OUTFLOW= .3531E+02 BASIN STORAGE= .6365E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.40 207.41 238.30 1.35 5.00 206.40 235.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3281E+02 EXCESS= .0000E+00 OUTFLOW= .3282E+02 BASIN STORAGE= .6834E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.45 196.30 238.15 1.27 5.00 195.35 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3095E+02 EXCESS= .0000E+00 OUTFLOW= .3095E+02 BASIN STORAGE= .6526E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL14 MANE 3.55 175.93 237.65 1.13 5.00 175.11 235.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2756E+02 EXCESS= .0000E+00 OUTFLOW= .2756E+02 BASIN STORAGE= .8264E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 5.00 61.70 225.00 1.39 5.00 61.70 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7180E+01 EXCESS= .0000E+00 OUTFLOW= .7181E+01 BASIN STORAGE= .8692E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 5.00 58.85 225.00 1.32 5.00 58.85 225.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6825E+01 EXCESS= .0000E+00 OUTFLOW= .6826E+01 BASIN STORAGE= .8451E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 5.00 54.88 225.00 1.22 5.00 54.88 225.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6335E+01 EXCESS= .0000E+00 OUTFLOW= .6336E+01 BASIN STORAGE= .7913E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 5.00 50.82 225.00 1.13 5.00 50.82 225.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5838E+01 EXCESS= .0000E+00 OUTFLOW= .5839E+01 BASIN STORAGE= .7560E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 5.00 47.78 225.00 1.06 5.00 47.78 225.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5469E+01 EXCESS= .0000E+00 OUTFLOW= .5470E+01 BASIN STORAGE= .7291E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAL09 MANE 5.00 42.24 225.00 .93 5.00 42.24 225.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4803E+01 EXCESS= .0000E+00 OUTFLOW= .4804E+01 BASIN STORAGE= .9853E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 1.93 142.58 224.15 1.34 5.00 142.54 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1755E+02 EXCESS= .0000E+00 OUTFLOW= .1755E+02 BASIN STORAGE= .1785E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 1.97 135.84 224.61 1.28 5.00 135.84 225.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1667E+02 EXCESS= .0000E+00 OUTFLOW= .1667E+02 BASIN STORAGE= .1560E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 2.03 126.45 225.06 1.18 5.00 126.41 225.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1545E+02 EXCESS= .0000E+00 OUTFLOW= .1545E+02 BASIN STORAGE= .1612E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 2.09 116.57 226.00 1.09 5.00 116.46 225.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1421E+02 EXCESS= .0000E+00 OUTFLOW= .1421E+02 BASIN STORAGE= .1564E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 2.15 109.54 225.35 1.02 5.00 109.35 225.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1330E+02 EXCESS= .0000E+00 OUTFLOW= .1330E+02 BASIN STORAGE= .1665E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH14A MANE 2.26 96.42 225.76 .89 5.00 96.07 225.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1164E+02 EXCESS= .0000E+00 OUTFLOW= .1164E+02 BASIN STORAGE= .1764E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .62 1225.22 225.85 1.45 5.00 1220.80 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1807E+03 EXCESS= .0000E+00 OUTFLOW= .1807E+03 BASIN STORAGE= .6059E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .63 1175.07 226.01 1.39 5.00 1170.65 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1724E+03 EXCESS= .0000E+00 OUTFLOW= .1724E+03 BASIN STORAGE= .6174E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .64 1106.23 225.75 1.29 5.00 1101.05 225.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1610E+03 EXCESS= .0000E+00 OUTFLOW= .1610E+03 BASIN STORAGE= .6123E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .65 1033.94 225.89 1.20 5.00 1028.17 225.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1493E+03 EXCESS= .0000E+00 OUTFLOW= .1493E+03 BASIN STORAGE= .6049E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .67 978.85 226.27 1.13 5.00 974.03 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1405E+03 EXCESS= .0000E+00 OUTFLOW= .1405E+03 BASIN STORAGE= .6061E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL16 MANE .69 878.15 230.07 1.00 5.00 878.13 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1245E+03 EXCESS= .0000E+00 OUTFLOW= .1245E+03 BASIN STORAGE= .6301E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .42 2857.57 230.11 1.22 5.00 2857.47 230.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4650E+03 EXCESS= .0000E+00 OUTFLOW= .4650E+03 BASIN STORAGE= .1255E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .42 2734.28 229.97 1.17 5.00 2734.13 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4448E+03 EXCESS= .0000E+00 OUTFLOW= .4448E+03 BASIN STORAGE= .1239E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .44 2560.00 230.00 1.09 5.00 2559.98 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4168E+03 EXCESS= .0000E+00 OUTFLOW= .4168E+03 BASIN STORAGE= .1217E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .45 2385.17 230.28 1.02 5.00 2384.67 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3882E+03 EXCESS= .0000E+00 OUTFLOW= .3882E+03 BASIN STORAGE= .1189E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .46 2251.12 230.16 .96 5.00 2250.23 230.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3667E+03 EXCESS= .0000E+00 OUTFLOW= .3667E+03 BASIN STORAGE= .1168E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL16 MANE .48 2006.46 230.44 .86 5.00 2005.03 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3275E+03 EXCESS= .0000E+00 OUTFLOW= .3275E+03 BASIN STORAGE= .1126E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .82 2950.35 229.66 1.23 5.00 2950.10 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4788E+03 EXCESS= .0000E+00 OUTFLOW= .4787E+03 BASIN STORAGE= .2511E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .84 2822.34 230.40 1.17 5.00 2821.68 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4579E+03 EXCESS= .0000E+00 OUTFLOW= .4579E+03 BASIN STORAGE= .2479E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .86 2642.25 230.52 1.10 5.00 2641.31 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4290E+03 EXCESS= .0000E+00 OUTFLOW= .4290E+03 BASIN STORAGE= .2435E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .88 2460.34 230.08 1.02 5.00 2459.76 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3995E+03 EXCESS= .0000E+00 OUTFLOW= .3995E+03 BASIN STORAGE= .2379E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .91 2322.22 230.95 .97 5.00 2320.14 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3773E+03 EXCESS= .0000E+00 OUTFLOW= .3773E+03 BASIN STORAGE= .2337E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL90-C MANE .95 2067.32 230.47 .86 5.00 2063.59 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3369E+03 EXCESS= .0000E+00 OUTFLOW= .3368E+03 BASIN STORAGE= .2254E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .70 1234.78 321.65 1.22 5.00 1234.63 325.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4905E+03 EXCESS= .0000E+00 OUTFLOW= .4904E+03 BASIN STORAGE= .1516E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .71 1190.72 321.39 1.16 5.00 1190.56 325.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4690E+03 EXCESS= .0000E+00 OUTFLOW= .4689E+03 BASIN STORAGE= .1496E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .73 1131.17 321.52 1.09 5.00 1130.95 325.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4391E+03 EXCESS= .0000E+00 OUTFLOW= .4390E+03 BASIN STORAGE= .1470E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .74 1069.59 321.38 1.01 5.00 1069.30 325.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4085E+03 EXCESS= .0000E+00 OUTFLOW= .4085E+03 BASIN STORAGE= .1438E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .76 1022.76 321.13 .96 5.00 1022.45 325.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3856E+03 EXCESS= .0000E+00 OUTFLOW= .3856E+03 BASIN STORAGE= .1413E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

MEADOWOT MANE .78 932.58 321.45 .85 5.00 932.23 325.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3439E+03 EXCESS= .0000E+00 OUTFLOW= .3438E+03 BASIN STORAGE= .1365E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL00A MANE .75 81.90 224.25 -1.00 5.00 81.33 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE .75 71.09 224.25 -1.00 5.00 70.80 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE .75 56.06 225.00 -1.00 5.00 56.06 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE .50 40.72 225.50 -1.00 5.00 40.65 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE .50 29.26 226.00 -1.00 5.00 28.28 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RDAL00A MANE .25 7.59 231.25 -1.00 5.00 5.40 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .66 75.95 330.39 1.54 5.00 75.95 330.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5791E+02 EXCESS= .0000E+00 OUTFLOW= .5791E+02 BASIN STORAGE= .5898E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .66 74.51 330.35 1.46 5.00 74.51 330.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5480E+02 EXCESS= .0000E+00 OUTFLOW= .5480E+02 BASIN STORAGE= .5908E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .66 72.48 330.20 1.35 5.00 72.48 330.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5062E+02 EXCESS= .0000E+00 OUTFLOW= .5062E+02 BASIN STORAGE= .5899E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .67 70.24 326.28 1.23 5.00 70.24 330.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4627E+02 EXCESS= .0000E+00 OUTFLOW= .4627E+02 BASIN STORAGE= .5905E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .67 68.33 326.08 1.15 5.00 68.31 325.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4327E+02 EXCESS= .0000E+00 OUTFLOW= .4327E+02 BASIN STORAGE= .5886E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RAINBWOT MANE .68 64.22 326.07 1.01 5.00 64.22 325.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3779E+02 EXCESS= .0000E+00 OUTFLOW= .3779E+02 BASIN STORAGE= .5890E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 113.48 230.00 1.54 5.00 113.48 230.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6502E+02 EXCESS= .0000E+00 OUTFLOW= .6502E+02 BASIN STORAGE= .5699E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 109.32 230.00 1.46 5.00 109.32 230.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6157E+02 EXCESS= .0000E+00 OUTFLOW= .6158E+02 BASIN STORAGE= .5729E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 103.57 230.00 1.35 5.00 103.57 230.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5693E+02 EXCESS= .0000E+00 OUTFLOW= .5693E+02 BASIN STORAGE= .5547E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 97.48 230.00 1.23 5.00 97.48 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5211E+02 EXCESS= .0000E+00 OUTFLOW= .5211E+02 BASIN STORAGE= .5547E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 93.03 230.00 1.15 5.00 93.03 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4875E+02 EXCESS= .0000E+00 OUTFLOW= .4876E+02 BASIN STORAGE= .5598E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC01-C MANE 5.00 84.95 230.00 1.01 5.00 84.95 230.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4264E+02 EXCESS= .0000E+00 OUTFLOW= .4264E+02 BASIN STORAGE= .5609E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.39 473.75 227.23 1.49 5.00 467.77 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1135E+03 EXCESS= .0000E+00 OUTFLOW= .1135E+03 BASIN STORAGE= .4397E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.45 453.80 227.90 1.41 5.00 448.22 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1077E+03 EXCESS= .0000E+00 OUTFLOW= .1077E+03 BASIN STORAGE= .4414E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.55 422.94 226.93 1.31 5.00 419.01 230.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9977E+02 EXCESS= .0000E+00 OUTFLOW= .9978E+02 BASIN STORAGE= .4553E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.65 391.95 229.97 1.20 5.00 391.87 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9165E+02 EXCESS= .0000E+00 OUTFLOW= .9166E+02 BASIN STORAGE= .4544E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.74 372.56 227.86 1.13 5.00 368.55 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8585E+02 EXCESS= .0000E+00 OUTFLOW= .8585E+02 BASIN STORAGE= .4527E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWA02C MANE 3.91 329.13 230.77 .99 5.00 329.10 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7530E+02 EXCESS= .0000E+00 OUTFLOW= .7531E+02 BASIN STORAGE= .4553E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.19 692.60 226.21 1.48 5.00 685.36 225.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1433E+03 EXCESS= .0000E+00 OUTFLOW= .1433E+03 BASIN STORAGE= .1804E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.21 661.47 226.75 1.41 5.00 654.66 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1361E+03 EXCESS= .0000E+00 OUTFLOW= .1361E+03 BASIN STORAGE= .1816E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.25 617.94 226.77 1.31 5.00 611.90 230.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1262E+03 EXCESS= .0000E+00 OUTFLOW= .1262E+03 BASIN STORAGE= .1818E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.28 573.25 227.41 1.20 5.00 571.02 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1161E+03 EXCESS= .0000E+00 OUTFLOW= .1161E+03 BASIN STORAGE= .1790E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.31 541.28 227.33 1.13 5.00 537.74 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1088E+03 EXCESS= .0000E+00 OUTFLOW= .1088E+03 BASIN STORAGE= .1816E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC11-C MANE 1.38 479.94 227.71 .99 5.00 478.29 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9553E+02 EXCESS= .0000E+00 OUTFLOW= .9553E+02 BASIN STORAGE= .1799E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.19 221.20 225.96 1.20 5.00 220.43 225.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2866E+02 EXCESS= .0000E+00 OUTFLOW= .2867E+02 BASIN STORAGE= .2568E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.24 209.83 226.31 1.14 5.00 209.06 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2713E+02 EXCESS= .0000E+00 OUTFLOW= .2713E+02 BASIN STORAGE= .2225E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.31 194.07 226.57 1.05 5.00 193.30 225.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2501E+02 EXCESS= .0000E+00 OUTFLOW= .2502E+02 BASIN STORAGE= .2493E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.39 178.36 227.35 .96 5.00 177.79 225.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2288E+02 EXCESS= .0000E+00 OUTFLOW= .2288E+02 BASIN STORAGE= .2481E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.46 166.10 226.37 .89 5.00 164.93 225.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2130E+02 EXCESS= .0000E+00 OUTFLOW= .2130E+02 BASIN STORAGE= .2168E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA10D MANE 2.60 144.51 226.32 .77 5.00 143.20 225.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1847E+02 EXCESS= .0000E+00 OUTFLOW= .1847E+02 BASIN STORAGE= .2471E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.77 1077.49 229.77 1.42 5.00 1076.35 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1960E+03 EXCESS= .0000E+00 OUTFLOW= .1960E+03 BASIN STORAGE= .5318E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.82 1023.73 231.50 1.35 5.00 1023.39 230.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1860E+03 EXCESS= .0000E+00 OUTFLOW= .1860E+03 BASIN STORAGE= .4997E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.90 955.12 229.44 1.25 5.00 954.19 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1724E+03 EXCESS= .0000E+00 OUTFLOW= .1724E+03 BASIN STORAGE= .5032E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 2.99 887.36 230.29 1.15 5.00 886.37 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1585E+03 EXCESS= .0000E+00 OUTFLOW= .1585E+03 BASIN STORAGE= .5125E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 3.07 832.73 230.00 1.08 5.00 832.72 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1484E+03 EXCESS= .0000E+00 OUTFLOW= .1484E+03 BASIN STORAGE= .4991E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC14 MANE 3.22 736.84 231.84 .95 5.00 734.60 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+03 EXCESS= .0000E+00 OUTFLOW= .1301E+03 BASIN STORAGE= .4965E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.73 1960.03 238.10 1.27 5.00 1954.73 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6864E+03 EXCESS= .0000E+00 OUTFLOW= .6862E+03 BASIN STORAGE= .4494E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.76 1878.68 237.01 1.21 5.00 1874.40 240.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6549E+03 EXCESS= .0000E+00 OUTFLOW= .6547E+03 BASIN STORAGE= .4437E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.80 1769.25 237.41 1.13 5.00 1767.18 240.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6114E+03 EXCESS= .0000E+00 OUTFLOW= .6113E+03 BASIN STORAGE= .4358E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.85 1657.24 238.16 1.05 5.00 1654.91 240.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5670E+03 EXCESS= .0000E+00 OUTFLOW= .5668E+03 BASIN STORAGE= .4265E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.89 1570.28 237.66 .99 5.00 1569.72 240.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5340E+03 EXCESS= .0000E+00 OUTFLOW= .5338E+03 BASIN STORAGE= .4190E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRMEDET MANE 1.97 1415.24 241.74 .88 5.00 1414.00 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4739E+03 EXCESS= .0000E+00 OUTFLOW= .4737E+03 BASIN STORAGE= .4047E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 5.00 46.06 210.00 1.33 5.00 46.06 210.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8484E+01 EXCESS= .0000E+00 OUTFLOW= .8488E+01 BASIN STORAGE= .1980E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 5.00 46.33 215.00 1.28 5.00 46.33 215.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8192E+01 EXCESS= .0000E+00 OUTFLOW= .8195E+01 BASIN STORAGE= .1934E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 5.00 46.66 215.00 1.21 5.00 46.66 215.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7766E+01 EXCESS= .0000E+00 OUTFLOW= .7769E+01 BASIN STORAGE= .1869E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 5.00 45.85 215.00 1.14 5.00 45.85 215.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7316E+01 EXCESS= .0000E+00 OUTFLOW= .7319E+01 BASIN STORAGE= .1801E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 5.00 46.19 220.00 1.09 5.00 46.19 220.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6970E+01 EXCESS= .0000E+00 OUTFLOW= .6972E+01 BASIN STORAGE= .1748E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

ROG011AD MANE 5.00 45.97 220.00 .99 5.00 45.97 220.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6313E+01 EXCESS= .0000E+00 OUTFLOW= .6316E+01 BASIN STORAGE= .1617E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 166.62 230.00 1.29 5.00 166.62 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2164E+02 EXCESS= .0000E+00 OUTFLOW= .2164E+02 BASIN STORAGE= .3352E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 161.30 230.00 1.23 5.00 161.30 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2066E+02 EXCESS= .0000E+00 OUTFLOW= .2067E+02 BASIN STORAGE= .3291E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 153.64 230.00 1.15 5.00 153.64 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1929E+02 EXCESS= .0000E+00 OUTFLOW= .1929E+02 BASIN STORAGE= .3307E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 145.02 230.00 1.06 5.00 145.02 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1788E+02 EXCESS= .0000E+00 OUTFLOW= .1789E+02 BASIN STORAGE= .3215E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 138.42 230.00 1.00 5.00 138.42 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1683E+02 EXCESS= .0000E+00 OUTFLOW= .1683E+02 BASIN STORAGE= .3144E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWA01 MANE 5.00 124.83 235.00 .89 5.00 124.83 235.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1490E+02 EXCESS= .0000E+00 OUTFLOW= .1491E+02 BASIN STORAGE= .2835E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.44 251.76 235.15 1.25 5.00 251.50 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3422E+02 EXCESS= .0000E+00 OUTFLOW= .3422E+02 BASIN STORAGE= .5602E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.47 238.75 232.55 1.19 5.00 238.19 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3254E+02 EXCESS= .0000E+00 OUTFLOW= .3254E+02 BASIN STORAGE= .5730E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.53 228.23 235.31 1.11 5.00 227.59 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3024E+02 EXCESS= .0000E+00 OUTFLOW= .3024E+02 BASIN STORAGE= .6795E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.59 212.95 233.92 1.02 5.00 212.03 235.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2791E+02 EXCESS= .0000E+00 OUTFLOW= .2791E+02 BASIN STORAGE= .5236E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.64 201.75 236.47 .96 5.00 199.14 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2616E+02 EXCESS= .0000E+00 OUTFLOW= .2616E+02 BASIN STORAGE= .7331E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA04 MANE 4.75 180.96 237.33 .84 5.00 176.84 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2296E+02 EXCESS= .0000E+00 OUTFLOW= .2296E+02 BASIN STORAGE= .5414E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .52 302.24 235.19 1.29 5.00 302.09 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4210E+02 EXCESS= .0000E+00 OUTFLOW= .4210E+02 BASIN STORAGE= .5789E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .53 286.74 235.46 1.22 5.00 286.71 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3998E+02 EXCESS= .0000E+00 OUTFLOW= .3998E+02 BASIN STORAGE= .5782E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .54 272.85 235.29 1.14 5.00 272.52 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3719E+02 EXCESS= .0000E+00 OUTFLOW= .3719E+02 BASIN STORAGE= .5595E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .55 254.17 235.43 1.05 5.00 253.73 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3433E+02 EXCESS= .0000E+00 OUTFLOW= .3433E+02 BASIN STORAGE= .5809E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .57 238.93 235.66 .98 5.00 238.26 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3220E+02 EXCESS= .0000E+00 OUTFLOW= .3220E+02 BASIN STORAGE= .5668E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA09 MANE .60 212.36 235.78 .86 5.00 211.25 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2826E+02 EXCESS= .0000E+00 OUTFLOW= .2826E+02 BASIN STORAGE= .5651E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 3.27 299.77 238.46 1.29 5.00 298.23 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4211E+02 EXCESS= .0000E+00 OUTFLOW= .4212E+02 BASIN STORAGE= .3714E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 3.34 285.44 236.83 1.22 5.00 283.63 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4000E+02 EXCESS= .0000E+00 OUTFLOW= .4000E+02 BASIN STORAGE= .4542E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 3.40 271.36 238.28 1.14 5.00 267.43 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3721E+02 EXCESS= .0000E+00 OUTFLOW= .3722E+02 BASIN STORAGE= .4488E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 3.50 252.59 238.18 1.05 5.00 248.67 240.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3434E+02 EXCESS= .0000E+00 OUTFLOW= .3434E+02 BASIN STORAGE= .4015E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 3.59 235.87 237.07 .99 5.00 234.16 240.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3221E+02 EXCESS= .0000E+00 OUTFLOW= .3221E+02 BASIN STORAGE= .4497E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCWA10NW MANE 3.77 209.04 237.45 .86 5.00 208.96 240.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2826E+02 EXCESS= .0000E+00 OUTFLOW= .2827E+02 BASIN STORAGE= .3598E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 3.23 266.01 232.66 .79 5.00 264.07 230.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3998E+02 EXCESS= .0000E+00 OUTFLOW= .3998E+02 BASIN STORAGE= .3567E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 3.30 252.28 234.02 .75 5.00 251.22 235.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3797E+02 EXCESS= .0000E+00 OUTFLOW= .3797E+02 BASIN STORAGE= .3415E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 3.39 235.16 234.25 .70 5.00 234.75 235.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3527E+02 EXCESS= .0000E+00 OUTFLOW= .3528E+02 BASIN STORAGE= .3782E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 3.50 217.05 234.67 .64 5.00 216.97 235.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3252E+02 EXCESS= .0000E+00 OUTFLOW= .3252E+02 BASIN STORAGE= .4184E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 3.60 202.46 233.92 .60 5.00 202.42 235.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3047E+02 EXCESS= .0000E+00 OUTFLOW= .3048E+02 BASIN STORAGE= .4258E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWA13D MANE 3.79 178.06 238.70 .53 5.00 177.17 240.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2672E+02 EXCESS= .0000E+00 OUTFLOW= .2672E+02 BASIN STORAGE= .4103E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.44 2342.85 239.12 1.23 5.00 2336.61 240.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7465E+03 EXCESS= .0000E+00 OUTFLOW= .7462E+03 BASIN STORAGE= .6834E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.48 2240.91 238.48 1.17 5.00 2235.99 240.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7119E+03 EXCESS= .0000E+00 OUTFLOW= .7116E+03 BASIN STORAGE= .6747E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.55 2108.00 239.45 1.09 5.00 2105.42 240.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6642E+03 EXCESS= .0000E+00 OUTFLOW= .6639E+03 BASIN STORAGE= .6627E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.62 1968.01 240.85 1.01 5.00 1967.65 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6156E+03 EXCESS= .0000E+00 OUTFLOW= .6153E+03 BASIN STORAGE= .6485E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.68 1861.59 241.08 .95 5.00 1860.27 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5794E+03 EXCESS= .0000E+00 OUTFLOW= .5792E+03 BASIN STORAGE= .6371E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLC16 MANE 2.80 1669.28 240.51 .85 5.00 1667.73 240.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5136E+03 EXCESS= .0000E+00 OUTFLOW= .5133E+03 BASIN STORAGE= .6155E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.54 2423.69 237.46 1.23 5.00 2420.95 240.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7598E+03 EXCESS= .0000E+00 OUTFLOW= .7596E+03 BASIN STORAGE= .4374E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.57 2316.52 238.58 1.17 5.00 2315.50 240.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7246E+03 EXCESS= .0000E+00 OUTFLOW= .7244E+03 BASIN STORAGE= .4318E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.61 2179.09 241.20 1.10 5.00 2177.48 240.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6760E+03 EXCESS= .0000E+00 OUTFLOW= .6759E+03 BASIN STORAGE= .4241E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.65 2035.82 241.23 1.02 5.00 2033.55 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6264E+03 EXCESS= .0000E+00 OUTFLOW= .6262E+03 BASIN STORAGE= .4151E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.69 1925.55 241.65 .96 5.00 1921.15 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5896E+03 EXCESS= .0000E+00 OUTFLOW= .5895E+03 BASIN STORAGE= .4079E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLC20-C MANE 1.77 1726.22 241.88 .85 5.00 1718.96 240.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5225E+03 EXCESS= .0000E+00 OUTFLOW= .5224E+03 BASIN STORAGE= .3940E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.66 2797.60 239.73 1.26 5.00 2796.03 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8250E+03 EXCESS= .0000E+00 OUTFLOW= .8248E+03 BASIN STORAGE= .8016E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.71 2671.80 238.81 1.20 5.00 2668.88 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7866E+03 EXCESS= .0000E+00 OUTFLOW= .7864E+03 BASIN STORAGE= .7914E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.79 2505.25 239.54 1.12 5.00 2504.25 240.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7337E+03 EXCESS= .0000E+00 OUTFLOW= .7335E+03 BASIN STORAGE= .7774E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.86 2334.79 240.58 1.04 5.00 2333.10 240.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6796E+03 EXCESS= .0000E+00 OUTFLOW= .6794E+03 BASIN STORAGE= .7610E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 2.93 2202.65 240.33 .98 5.00 2201.01 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6396E+03 EXCESS= .0000E+00 OUTFLOW= .6394E+03 BASIN STORAGE= .7476E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCAL93 MANE 3.07 1965.55 242.24 .87 5.00 1959.85 240.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5665E+03 EXCESS= .0000E+00 OUTFLOW= .5663E+03 BASIN STORAGE= .7224E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2876.35 233.39 1.27 5.00 2870.04 245.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8751E+03 EXCESS= .0000E+00 OUTFLOW= .8749E+03 BASIN STORAGE= .5582E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.84 2872.50 237.07 1.22 5.00 2869.77 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8384E+03 EXCESS= .0000E+00 OUTFLOW= .8382E+03 BASIN STORAGE= .5512E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.86 2795.70 241.19 1.14 5.00 2790.98 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7839E+03 EXCESS= .0000E+00 OUTFLOW= .7837E+03 BASIN STORAGE= .5414E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.91 2608.39 242.33 1.06 5.00 2600.21 240.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7265E+03 EXCESS= .0000E+00 OUTFLOW= .7264E+03 BASIN STORAGE= .5300E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 1.95 2464.02 242.11 1.00 5.00 2453.18 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6839E+03 EXCESS= .0000E+00 OUTFLOW= .6837E+03 BASIN STORAGE= .5207E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCLC21 MANE 2.04 2198.59 243.23 .88 5.00 2189.38 245.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6063E+03 EXCESS= .0000E+00 OUTFLOW= .6061E+03 BASIN STORAGE= .5032E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.34 168.23 224.95 1.65 5.00 168.19 225.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2984E+02 EXCESS= .0000E+00 OUTFLOW= .2984E+02 BASIN STORAGE= .2554E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.34 167.70 229.64 1.59 5.00 167.53 230.00 1.59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2876E+02 EXCESS= .0000E+00 OUTFLOW= .2876E+02 BASIN STORAGE= .2480E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.34 168.11 229.64 1.50 5.00 167.82 230.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2721E+02 EXCESS= .0000E+00 OUTFLOW= .2721E+02 BASIN STORAGE= .2975E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.35 165.00 234.77 1.40 5.00 164.74 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2546E+02 EXCESS= .0000E+00 OUTFLOW= .2546E+02 BASIN STORAGE= .2560E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.37 156.36 234.93 1.33 5.00 156.28 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2405E+02 EXCESS= .0000E+00 OUTFLOW= .2405E+02 BASIN STORAGE= .2926E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDDCH59 MANE 2.42 140.62 235.12 1.19 5.00 140.61 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2150E+02 EXCESS= .0000E+00 OUTFLOW= .2150E+02 BASIN STORAGE= .2472E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.15 3176.27 236.46 1.29 5.00 3171.40 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9275E+03 EXCESS= .0000E+00 OUTFLOW= .9274E+03 BASIN STORAGE= .3633E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.15 3159.24 237.08 1.24 5.00 3155.81 240.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8887E+03 EXCESS= .0000E+00 OUTFLOW= .8886E+03 BASIN STORAGE= .3587E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.16 3065.04 240.95 1.16 5.00 3060.42 240.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8312E+03 EXCESS= .0000E+00 OUTFLOW= .8311E+03 BASIN STORAGE= .3523E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.20 2858.02 240.54 1.07 5.00 2854.04 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7705E+03 EXCESS= .0000E+00 OUTFLOW= .7704E+03 BASIN STORAGE= .3449E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.22 2700.32 241.27 1.01 5.00 2694.27 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7254E+03 EXCESS= .0000E+00 OUTFLOW= .7252E+03 BASIN STORAGE= .3389E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCV1-C MANE 1.28 2406.40 241.10 .89 5.00 2397.63 240.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6432E+03 EXCESS= .0000E+00 OUTFLOW= .6431E+03 BASIN STORAGE= .3275E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.05 3287.65 236.34 1.29 5.00 3280.44 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9483E+03 EXCESS= .0000E+00 OUTFLOW= .9482E+03 BASIN STORAGE= .3356E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.05 3255.33 236.30 1.24 5.00 3253.14 240.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9084E+03 EXCESS= .0000E+00 OUTFLOW= .9083E+03 BASIN STORAGE= .3314E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.06 3147.47 241.47 1.16 5.00 3141.89 240.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8495E+03 EXCESS= .0000E+00 OUTFLOW= .8494E+03 BASIN STORAGE= .3255E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.09 2933.94 241.75 1.07 5.00 2929.24 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7874E+03 EXCESS= .0000E+00 OUTFLOW= .7873E+03 BASIN STORAGE= .3187E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.12 2770.75 241.79 1.01 5.00 2763.64 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7412E+03 EXCESS= .0000E+00 OUTFLOW= .7411E+03 BASIN STORAGE= .3131E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCX-C1 MANE 1.17 2468.24 241.61 .89 5.00 2459.41 245.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6571E+03 EXCESS= .0000E+00 OUTFLOW= .6570E+03 BASIN STORAGE= .3026E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 140.34 240.00 1.37 5.00 140.34 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1955E+02 EXCESS= .0000E+00 OUTFLOW= .1955E+02 BASIN STORAGE= .2574E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 133.73 240.00 1.30 5.00 133.73 240.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1858E+02 EXCESS= .0000E+00 OUTFLOW= .1858E+02 BASIN STORAGE= .2636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 124.47 240.00 1.21 5.00 124.47 240.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1723E+02 EXCESS= .0000E+00 OUTFLOW= .1724E+02 BASIN STORAGE= .2507E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 114.98 240.00 1.11 5.00 114.98 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1587E+02 EXCESS= .0000E+00 OUTFLOW= .1588E+02 BASIN STORAGE= .2408E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 107.88 240.00 1.04 5.00 107.88 240.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1486E+02 EXCESS= .0000E+00 OUTFLOW= .1487E+02 BASIN STORAGE= .3352E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM MANE 5.00 94.91 240.00 .92 5.00 94.91 240.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1304E+02 EXCESS= .0000E+00 OUTFLOW= .1304E+02 BASIN STORAGE= .3042E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.44 3535.41 236.39 1.29 5.00 3523.55 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9855E+03 EXCESS= .0000E+00 OUTFLOW= .9853E+03 BASIN STORAGE= .4764E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.45 3489.69 240.48 1.24 5.00 3488.46 240.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9436E+03 EXCESS= .0000E+00 OUTFLOW= .9435E+03 BASIN STORAGE= .4704E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.47 3359.58 241.16 1.16 5.00 3346.93 240.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8821E+03 EXCESS= .0000E+00 OUTFLOW= .8820E+03 BASIN STORAGE= .4620E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.51 3129.82 242.03 1.07 5.00 3116.52 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8174E+03 EXCESS= .0000E+00 OUTFLOW= .8173E+03 BASIN STORAGE= .4524E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.55 2954.97 241.58 1.01 5.00 2937.12 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7693E+03 EXCESS= .0000E+00 OUTFLOW= .7691E+03 BASIN STORAGE= .4445E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCN-C MANE 1.62 2625.96 241.95 .89 5.00 2619.86 245.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6816E+03 EXCESS= .0000E+00 OUTFLOW= .6814E+03 BASIN STORAGE= .4296E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.42 3651.69 237.68 1.29 5.00 3646.13 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1005E+04 EXCESS= .0000E+00 OUTFLOW= .1005E+04 BASIN STORAGE= .4765E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.43 3599.36 241.75 1.23 5.00 3596.67 240.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9619E+03 EXCESS= .0000E+00 OUTFLOW= .9617E+03 BASIN STORAGE= .4705E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.45 3452.69 241.53 1.15 5.00 3435.05 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8989E+03 EXCESS= .0000E+00 OUTFLOW= .8988E+03 BASIN STORAGE= .4621E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.50 3211.61 242.57 1.07 5.00 3199.17 245.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8327E+03 EXCESS= .0000E+00 OUTFLOW= .8326E+03 BASIN STORAGE= .4526E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.53 3028.33 242.28 1.01 5.00 3019.35 245.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7835E+03 EXCESS= .0000E+00 OUTFLOW= .7833E+03 BASIN STORAGE= .4447E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCP-C MANE 1.61 2688.38 244.38 .89 5.00 2688.23 245.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6939E+03 EXCESS= .0000E+00 OUTFLOW= .6937E+03 BASIN STORAGE= .4299E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.75 3733.83 242.22 1.29 5.00 3733.31 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1019E+04 EXCESS= .0000E+00 OUTFLOW= .1019E+04 BASIN STORAGE= .9311E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.77 3672.95 240.87 1.23 5.00 3663.32 245.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9755E+03 EXCESS= .0000E+00 OUTFLOW= .9752E+03 BASIN STORAGE= .9195E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.82 3511.33 245.43 1.15 5.00 3511.27 245.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9114E+03 EXCESS= .0000E+00 OUTFLOW= .9111E+03 BASIN STORAGE= .9031E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.91 3265.64 244.06 1.06 5.00 3263.87 245.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8441E+03 EXCESS= .0000E+00 OUTFLOW= .8438E+03 BASIN STORAGE= .8845E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 2.97 3076.95 246.85 1.00 5.00 3076.08 245.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7940E+03 EXCESS= .0000E+00 OUTFLOW= .7937E+03 BASIN STORAGE= .8691E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCQ-C MANE 3.12 2735.82 246.19 .89 5.00 2730.04 245.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7029E+03 EXCESS= .0000E+00 OUTFLOW= .7026E+03 BASIN STORAGE= .8403E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDLVOE MANE .75 258.39 244.50 -1.00 5.00 250.04 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE .50 138.46 244.50 -1.00 5.00 108.27 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 5.00 .00 .00 -1.00 5.00 .00 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 5.00 .00 .00 -1.00 5.00 .00 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 5.00 .00 .00 -1.00 5.00 .00 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RDLVOE MANE 5.00 .00 .00 -1.00 5.00 .00 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 4.68 350.38 248.20 1.88 5.00 323.75 250.00 1.88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2878E+02 EXCESS= .0000E+00 OUTFLOW= .2879E+02 BASIN STORAGE= .6700E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 5.00 195.32 255.00 1.57 5.00 195.32 255.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2394E+02 EXCESS= .0000E+00 OUTFLOW= .2396E+02 BASIN STORAGE= .6830E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 5.00 176.45 225.00 1.33 5.00 176.45 225.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2034E+02 EXCESS= .0000E+00 OUTFLOW= .2035E+02 BASIN STORAGE= .6628E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 5.00 164.23 225.00 1.23 5.00 164.23 225.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1882E+02 EXCESS= .0000E+00 OUTFLOW= .1883E+02 BASIN STORAGE= .6414E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 5.00 155.48 225.00 1.16 5.00 155.48 225.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1769E+02 EXCESS= .0000E+00 OUTFLOW= .1770E+02 BASIN STORAGE= .5677E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH-C1 MANE 5.00 138.61 225.00 1.02 5.00 138.61 225.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1564E+02 EXCESS= .0000E+00 OUTFLOW= .1565E+02 BASIN STORAGE= .5417E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE-C MANE 2.25 498.08 250.17 1.39 5.00 497.30 250.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6690E+02 EXCESS= .0000E+00 OUTFLOW= .6690E+02 BASIN STORAGE= .3353E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 2.34 456.25 227.23 1.25 5.00 452.45 225.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5996E+02 EXCESS= .0000E+00 OUTFLOW= .5996E+02 BASIN STORAGE= .3314E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 2.41 422.55 226.84 1.11 5.00 418.22 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5348E+02 EXCESS= .0000E+00 OUTFLOW= .5349E+02 BASIN STORAGE= .3240E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 2.49 389.39 226.92 1.02 5.00 384.52 225.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4908E+02 EXCESS= .0000E+00 OUTFLOW= .4909E+02 BASIN STORAGE= .3765E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 2.56 365.58 227.74 .95 5.00 361.26 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4583E+02 EXCESS= .0000E+00 OUTFLOW= .4584E+02 BASIN STORAGE= .3312E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE-C MANE 2.70 318.94 226.57 .83 5.00 316.35 230.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3996E+02 EXCESS= .0000E+00 OUTFLOW= .3996E+02 BASIN STORAGE= .3493E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 4.60 564.58 230.15 1.31 5.00 563.49 230.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7906E+02 EXCESS= .0000E+00 OUTFLOW= .7908E+02 BASIN STORAGE= .8011E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 4.69 538.48 229.98 1.18 5.00 538.43 230.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7151E+02 EXCESS= .0000E+00 OUTFLOW= .7153E+02 BASIN STORAGE= .8005E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 4.85 492.16 232.67 1.06 5.00 486.46 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6389E+02 EXCESS= .0000E+00 OUTFLOW= .6390E+02 BASIN STORAGE= .7159E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 5.00 457.15 230.00 .97 5.00 457.15 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5853E+02 EXCESS= .0000E+00 OUTFLOW= .5854E+02 BASIN STORAGE= .6476E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 5.00 427.50 230.00 .90 5.00 427.50 230.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5456E+02 EXCESS= .0000E+00 OUTFLOW= .5458E+02 BASIN STORAGE= .7620E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCG MANE 5.00 369.65 235.00 .78 5.00 369.65 235.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4737E+02 EXCESS= .0000E+00 OUTFLOW= .4738E+02 BASIN STORAGE= .7334E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 3.87 674.65 236.10 1.25 5.00 673.63 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9666E+02 EXCESS= .0000E+00 OUTFLOW= .9667E+02 BASIN STORAGE= .4561E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 3.94 640.77 232.52 1.14 5.00 640.42 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8824E+02 EXCESS= .0000E+00 OUTFLOW= .8824E+02 BASIN STORAGE= .5718E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 4.09 585.05 233.21 1.02 5.00 583.78 235.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7909E+02 EXCESS= .0000E+00 OUTFLOW= .7910E+02 BASIN STORAGE= .4731E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 4.20 549.54 235.09 .93 5.00 549.04 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7230E+02 EXCESS= .0000E+00 OUTFLOW= .7231E+02 BASIN STORAGE= .6025E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 4.31 509.75 236.99 .87 5.00 506.68 235.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6730E+02 EXCESS= .0000E+00 OUTFLOW= .6731E+02 BASIN STORAGE= .4718E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCK-C1 MANE 4.55 443.62 236.62 .75 5.00 437.73 235.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5825E+02 EXCESS= .0000E+00 OUTFLOW= .5826E+02 BASIN STORAGE= .5742E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 4477.09 245.00 1.28 5.00 4477.09 245.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1129E+04 EXCESS= .0000E+00 OUTFLOW= .1128E+04 BASIN STORAGE= .2056E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 4361.12 245.00 1.22 5.00 4361.12 245.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1076E+04 EXCESS= .0000E+00 OUTFLOW= .1075E+04 BASIN STORAGE= .2029E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 4112.84 250.00 1.13 5.00 4112.84 250.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1001E+04 EXCESS= .0000E+00 OUTFLOW= .1001E+04 BASIN STORAGE= .1991E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 3821.61 250.00 1.05 5.00 3821.61 250.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9263E+03 EXCESS= .0000E+00 OUTFLOW= .9256E+03 BASIN STORAGE= .1949E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 3599.01 250.00 .99 5.00 3599.01 250.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8704E+03 EXCESS= .0000E+00 OUTFLOW= .8698E+03 BASIN STORAGE= .1913E+01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCLVW01 MANE 5.00 3186.57 250.00 .87 5.00 3186.57 250.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7689E+03 EXCESS= .0000E+00 OUTFLOW= .7683E+03 BASIN STORAGE= .1847E+01 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RDBN03 MANE .75 39.48 244.50 -1.00 5.00 25.76 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE .50 31.45 246.50 -1.00 5.00 24.46 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE .50 15.62 253.00 -1.00 5.00 12.27 255.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE 5.00 .00 .00 -1.00 5.00 .00 255.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE 5.00 .00 .00 -1.00 5.00 .00 255.00 -1.00

FOR PLAN = 1 RATIO= .00

RDBN03 MANE 5.00 .00 .00 -1.00 5.00 .00 255.00 -1.00

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.24 420.96 219.80 1.25 5.00 420.38 220.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5026E+02 EXCESS= .0000E+00 OUTFLOW= .5026E+02 BASIN STORAGE= .2898E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.29 399.94 219.80 1.18 5.00 399.37 220.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4740E+02 EXCESS= .0000E+00 OUTFLOW= .4740E+02 BASIN STORAGE= .3455E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.36 370.50 219.51 1.08 5.00 369.32 220.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4352E+02 EXCESS= .0000E+00 OUTFLOW= .4352E+02 BASIN STORAGE= .3336E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.44 340.69 219.68 .99 5.00 339.96 220.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3970E+02 EXCESS= .0000E+00 OUTFLOW= .3971E+02 BASIN STORAGE= .2846E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.51 317.17 220.67 .92 5.00 316.69 220.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3700E+02 EXCESS= .0000E+00 OUTFLOW= .3700E+02 BASIN STORAGE= .2762E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN03 MANE 2.65 277.72 219.68 .80 5.00 277.25 220.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3215E+02 EXCESS= .0000E+00 OUTFLOW= .3216E+02 BASIN STORAGE= .2815E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.68 537.26 221.32 1.30 5.00 528.13 220.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6703E+02 EXCESS= .0000E+00 OUTFLOW= .6703E+02 BASIN STORAGE= .2755E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.71 510.92 222.39 1.23 5.00 501.70 220.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6337E+02 EXCESS= .0000E+00 OUTFLOW= .6338E+02 BASIN STORAGE= .2322E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.76 474.75 222.19 1.13 5.00 464.35 220.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5841E+02 EXCESS= .0000E+00 OUTFLOW= .5841E+02 BASIN STORAGE= .2767E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.82 438.12 222.22 1.04 5.00 427.44 225.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5349E+02 EXCESS= .0000E+00 OUTFLOW= .5349E+02 BASIN STORAGE= .2383E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.87 408.32 222.76 .97 5.00 400.19 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4994E+02 EXCESS= .0000E+00 OUTFLOW= .4994E+02 BASIN STORAGE= .2377E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN08 MANE 1.97 359.25 222.80 .85 5.00 353.09 225.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4360E+02 EXCESS= .0000E+00 OUTFLOW= .4360E+02 BASIN STORAGE= .2435E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 3.29 610.03 226.90 1.24 5.00 609.90 225.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7898E+02 EXCESS= .0000E+00 OUTFLOW= .7898E+02 BASIN STORAGE= .5455E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 3.36 579.63 224.79 1.17 5.00 579.44 225.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7461E+02 EXCESS= .0000E+00 OUTFLOW= .7462E+02 BASIN STORAGE= .5589E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 3.46 536.15 224.85 1.07 5.00 536.06 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6865E+02 EXCESS= .0000E+00 OUTFLOW= .6866E+02 BASIN STORAGE= .5078E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 3.57 493.07 225.18 .98 5.00 492.09 225.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6274E+02 EXCESS= .0000E+00 OUTFLOW= .6275E+02 BASIN STORAGE= .5919E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 3.67 460.90 227.73 .92 5.00 459.29 225.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5847E+02 EXCESS= .0000E+00 OUTFLOW= .5847E+02 BASIN STORAGE= .4940E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN09 MANE 3.87 403.72 228.36 .80 5.00 401.42 225.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5084E+02 EXCESS= .0000E+00 OUTFLOW= .5084E+02 BASIN STORAGE= .5375E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 2.93 732.61 228.24 1.24 5.00 726.03 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9641E+02 EXCESS= .0000E+00 OUTFLOW= .9641E+02 BASIN STORAGE= .4651E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 2.99 693.93 226.99 1.17 5.00 692.11 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9114E+02 EXCESS= .0000E+00 OUTFLOW= .9115E+02 BASIN STORAGE= .5515E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 3.08 646.35 227.98 1.08 5.00 641.52 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8394E+02 EXCESS= .0000E+00 OUTFLOW= .8394E+02 BASIN STORAGE= .5686E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 3.19 591.01 229.51 .99 5.00 589.66 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7676E+02 EXCESS= .0000E+00 OUTFLOW= .7676E+02 BASIN STORAGE= .5164E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 3.28 552.12 229.35 .92 5.00 550.43 230.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7155E+02 EXCESS= .0000E+00 OUTFLOW= .7155E+02 BASIN STORAGE= .5211E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN10-C MANE 3.46 484.97 228.21 .80 5.00 483.14 230.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6224E+02 EXCESS= .0000E+00 OUTFLOW= .6224E+02 BASIN STORAGE= .5465E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.53 874.13 229.64 1.23 5.00 873.80 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1167E+03 EXCESS= .0000E+00 OUTFLOW= .1167E+03 BASIN STORAGE= .7391E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.60 828.20 230.56 1.16 5.00 824.60 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1103E+03 EXCESS= .0000E+00 OUTFLOW= .1103E+03 BASIN STORAGE= .7908E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.71 767.57 230.28 1.07 5.00 765.10 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1016E+03 EXCESS= .0000E+00 OUTFLOW= .1016E+03 BASIN STORAGE= .7828E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.84 702.56 230.54 .98 5.00 698.18 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9288E+02 EXCESS= .0000E+00 OUTFLOW= .9289E+02 BASIN STORAGE= .7154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 3.95 659.28 233.04 .91 5.00 653.24 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8655E+02 EXCESS= .0000E+00 OUTFLOW= .8656E+02 BASIN STORAGE= .6446E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN12-C MANE 4.16 577.45 233.19 .79 5.00 569.12 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7524E+02 EXCESS= .0000E+00 OUTFLOW= .7525E+02 BASIN STORAGE= .7730E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.44 5307.14 242.53 1.27 5.00 5299.74 245.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1262E+04 EXCESS= .0000E+00 OUTFLOW= .1262E+04 BASIN STORAGE= .4904E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.45 5136.35 245.39 1.21 5.00 5134.61 245.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E+04 EXCESS= .0000E+00 OUTFLOW= .1201E+04 BASIN STORAGE= .4842E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.49 4823.33 246.81 1.13 5.00 4809.52 245.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1117E+04 EXCESS= .0000E+00 OUTFLOW= .1117E+04 BASIN STORAGE= .4753E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.53 4473.74 246.31 1.04 5.00 4453.16 245.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1032E+04 EXCESS= .0000E+00 OUTFLOW= .1032E+04 BASIN STORAGE= .4654E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.57 4192.54 247.74 .98 5.00 4174.00 250.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9691E+03 EXCESS= .0000E+00 OUTFLOW= .9689E+03 BASIN STORAGE= .4570E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBN15-C MANE 1.65 3687.87 248.65 .86 5.00 3686.89 250.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8544E+03 EXCESS= .0000E+00 OUTFLOW= .8543E+03 BASIN STORAGE= .4416E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 191.14 230.00 1.22 5.00 191.14 230.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2250E+02 EXCESS= .0000E+00 OUTFLOW= .2250E+02 BASIN STORAGE= .1550E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 181.67 230.00 1.16 5.00 181.67 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2130E+02 EXCESS= .0000E+00 OUTFLOW= .2131E+02 BASIN STORAGE= .1508E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 168.51 230.00 1.07 5.00 168.51 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1966E+02 EXCESS= .0000E+00 OUTFLOW= .1966E+02 BASIN STORAGE= .2312E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 155.08 230.00 .98 5.00 155.08 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1800E+02 EXCESS= .0000E+00 OUTFLOW= .1800E+02 BASIN STORAGE= .2211E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 145.05 230.00 .91 5.00 145.05 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1677E+02 EXCESS= .0000E+00 OUTFLOW= .1677E+02 BASIN STORAGE= .2134E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCA03 MANE 5.00 127.16 230.00 .79 5.00 127.16 230.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1456E+02 EXCESS= .0000E+00 OUTFLOW= .1456E+02 BASIN STORAGE= .2105E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.55 383.62 227.73 1.28 5.00 381.57 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4872E+02 EXCESS= .0000E+00 OUTFLOW= .4872E+02 BASIN STORAGE= .2108E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.58 364.44 227.78 1.21 5.00 362.76 230.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4619E+02 EXCESS= .0000E+00 OUTFLOW= .4619E+02 BASIN STORAGE= .1890E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.63 338.00 228.18 1.12 5.00 336.46 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4272E+02 EXCESS= .0000E+00 OUTFLOW= .4272E+02 BASIN STORAGE= .2200E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.68 310.55 229.00 1.03 5.00 310.11 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3919E+02 EXCESS= .0000E+00 OUTFLOW= .3920E+02 BASIN STORAGE= .1952E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.73 290.67 228.14 .96 5.00 290.16 230.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3659E+02 EXCESS= .0000E+00 OUTFLOW= .3659E+02 BASIN STORAGE= .2197E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA04 MANE 1.82 254.42 231.18 .84 5.00 254.32 230.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3190E+02 EXCESS= .0000E+00 OUTFLOW= .3190E+02 BASIN STORAGE= .1946E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.68 518.84 229.08 1.34 5.00 518.12 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6807E+02 EXCESS= .0000E+00 OUTFLOW= .6807E+02 BASIN STORAGE= .2447E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.72 493.83 228.46 1.27 5.00 493.19 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6464E+02 EXCESS= .0000E+00 OUTFLOW= .6464E+02 BASIN STORAGE= .2762E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.77 458.65 229.90 1.17 5.00 458.57 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5990E+02 EXCESS= .0000E+00 OUTFLOW= .5990E+02 BASIN STORAGE= .2475E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.83 423.35 229.99 1.08 5.00 423.34 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5510E+02 EXCESS= .0000E+00 OUTFLOW= .5510E+02 BASIN STORAGE= .2818E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.87 396.47 230.34 1.01 5.00 396.36 230.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5154E+02 EXCESS= .0000E+00 OUTFLOW= .5154E+02 BASIN STORAGE= .2292E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA05 MANE 1.97 348.44 230.54 .88 5.00 348.06 230.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4512E+02 EXCESS= .0000E+00 OUTFLOW= .4512E+02 BASIN STORAGE= .2589E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 4.27 671.21 230.66 1.24 5.00 670.26 235.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8999E+02 EXCESS= .0000E+00 OUTFLOW= .8999E+02 BASIN STORAGE= .8342E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 4.36 637.56 231.10 1.18 5.00 634.71 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8529E+02 EXCESS= .0000E+00 OUTFLOW= .8528E+02 BASIN STORAGE= .7513E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 4.49 593.84 233.74 1.09 5.00 587.62 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7884E+02 EXCESS= .0000E+00 OUTFLOW= .7883E+02 BASIN STORAGE= .9012E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 4.65 543.23 232.40 1.00 5.00 538.28 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7217E+02 EXCESS= .0000E+00 OUTFLOW= .7216E+02 BASIN STORAGE= .7560E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 4.78 510.27 234.08 .93 5.00 506.69 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6742E+02 EXCESS= .0000E+00 OUTFLOW= .6742E+02 BASIN STORAGE= .7962E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA06 MANE 5.00 447.29 235.00 .81 5.00 447.29 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5865E+02 EXCESS= .0000E+00 OUTFLOW= .5865E+02 BASIN STORAGE= .7496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.40 802.85 234.66 1.27 5.00 801.98 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1094E+03 EXCESS= .0000E+00 OUTFLOW= .1094E+03 BASIN STORAGE= .5990E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.48 758.23 232.89 1.21 5.00 758.13 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1037E+03 EXCESS= .0000E+00 OUTFLOW= .1037E+03 BASIN STORAGE= .5916E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.58 703.99 236.09 1.12 5.00 703.58 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9600E+02 EXCESS= .0000E+00 OUTFLOW= .9600E+02 BASIN STORAGE= .5623E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.71 645.85 233.92 1.02 5.00 645.05 235.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8789E+02 EXCESS= .0000E+00 OUTFLOW= .8790E+02 BASIN STORAGE= .5869E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 3.80 606.79 235.83 .96 5.00 604.31 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8225E+02 EXCESS= .0000E+00 OUTFLOW= .8225E+02 BASIN STORAGE= .5582E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCA08-C MANE 4.00 534.40 235.82 .83 5.00 530.78 235.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7168E+02 EXCESS= .0000E+00 OUTFLOW= .7168E+02 BASIN STORAGE= .5906E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.63 6100.62 242.87 1.27 5.00 6092.34 245.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1385E+04 EXCESS= .0000E+00 OUTFLOW= .1385E+04 BASIN STORAGE= .6166E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.65 5882.41 244.68 1.21 5.00 5880.46 245.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1319E+04 EXCESS= .0000E+00 OUTFLOW= .1319E+04 BASIN STORAGE= .6089E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.70 5494.81 245.94 1.13 5.00 5485.23 245.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1226E+04 EXCESS= .0000E+00 OUTFLOW= .1226E+04 BASIN STORAGE= .5978E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.75 5087.98 246.35 1.04 5.00 5071.09 245.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1131E+04 EXCESS= .0000E+00 OUTFLOW= .1131E+04 BASIN STORAGE= .5856E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.79 4765.14 247.33 .97 5.00 4739.82 245.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1062E+04 EXCESS= .0000E+00 OUTFLOW= .1062E+04 BASIN STORAGE= .5752E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCA10C MANE 1.89 4181.90 249.09 .86 5.00 4177.66 250.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9355E+03 EXCESS= .0000E+00 OUTFLOW= .9353E+03 BASIN STORAGE= .5560E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 121.63 250.00 1.37 5.00 121.63 250.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1801E+02 EXCESS= .0000E+00 OUTFLOW= .1801E+02 BASIN STORAGE= .3928E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 115.79 250.00 1.30 5.00 115.79 250.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1712E+02 EXCESS= .0000E+00 OUTFLOW= .1712E+02 BASIN STORAGE= .3980E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 107.64 250.00 1.21 5.00 107.64 250.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1588E+02 EXCESS= .0000E+00 OUTFLOW= .1588E+02 BASIN STORAGE= .3802E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 99.28 250.00 1.11 5.00 99.28 250.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1463E+02 EXCESS= .0000E+00 OUTFLOW= .1463E+02 BASIN STORAGE= .5174E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 93.10 255.00 1.04 5.00 93.10 255.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1369E+02 EXCESS= .0000E+00 OUTFLOW= .1370E+02 BASIN STORAGE= .4924E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RST01-C MANE 5.00 82.37 255.00 .92 5.00 82.37 255.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E+02 EXCESS= .0000E+00 OUTFLOW= .1202E+02 BASIN STORAGE= .4517E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.31 6286.23 244.44 1.27 5.00 6283.91 245.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1419E+04 EXCESS= .0000E+00 OUTFLOW= .1419E+04 BASIN STORAGE= .8646E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.34 6051.49 247.82 1.21 5.00 6039.67 245.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1350E+04 EXCESS= .0000E+00 OUTFLOW= .1350E+04 BASIN STORAGE= .8538E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.40 5654.26 247.34 1.13 5.00 5644.58 250.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1255E+04 EXCESS= .0000E+00 OUTFLOW= .1255E+04 BASIN STORAGE= .8382E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.47 5237.82 249.96 1.04 5.00 5236.93 250.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1159E+04 EXCESS= .0000E+00 OUTFLOW= .1158E+04 BASIN STORAGE= .8210E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.54 4900.00 248.89 .98 5.00 4895.58 250.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1087E+04 EXCESS= .0000E+00 OUTFLOW= .1087E+04 BASIN STORAGE= .8064E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCST03C MANE 2.67 4309.77 250.57 .86 5.00 4301.32 250.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9576E+03 EXCESS= .0000E+00 OUTFLOW= .9574E+03 BASIN STORAGE= .7796E+00 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 222.40 225.00 1.41 5.00 222.40 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3007E+02 EXCESS= .0000E+00 OUTFLOW= .3008E+02 BASIN STORAGE= .2214E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 211.81 225.00 1.34 5.00 211.81 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2860E+02 EXCESS= .0000E+00 OUTFLOW= .2861E+02 BASIN STORAGE= .2156E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 197.07 225.00 1.24 5.00 197.07 225.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2656E+02 EXCESS= .0000E+00 OUTFLOW= .2657E+02 BASIN STORAGE= .2950E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 181.96 225.00 1.15 5.00 181.96 225.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2450E+02 EXCESS= .0000E+00 OUTFLOW= .2450E+02 BASIN STORAGE= .2826E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 170.64 225.00 1.07 5.00 170.64 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2296E+02 EXCESS= .0000E+00 OUTFLOW= .2297E+02 BASIN STORAGE= .2731E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH73 MANE 5.00 149.19 225.00 .94 5.00 149.19 225.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2019E+02 EXCESS= .0000E+00 OUTFLOW= .2019E+02 BASIN STORAGE= .2680E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 5.00 469.32 230.00 1.42 5.00 469.32 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6779E+02 EXCESS= .0000E+00 OUTFLOW= .6780E+02 BASIN STORAGE= .8105E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 5.00 447.21 230.00 1.35 5.00 447.21 230.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6449E+02 EXCESS= .0000E+00 OUTFLOW= .6450E+02 BASIN STORAGE= .7939E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 5.00 416.39 230.00 1.26 5.00 416.39 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5993E+02 EXCESS= .0000E+00 OUTFLOW= .5994E+02 BASIN STORAGE= .7523E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 5.00 384.76 230.00 1.16 5.00 384.76 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5530E+02 EXCESS= .0000E+00 OUTFLOW= .5530E+02 BASIN STORAGE= .7275E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 5.00 361.02 230.00 1.09 5.00 361.02 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5186E+02 EXCESS= .0000E+00 OUTFLOW= .5186E+02 BASIN STORAGE= .7083E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH76 MANE 5.00 319.19 235.00 .96 5.00 319.19 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4564E+02 EXCESS= .0000E+00 OUTFLOW= .4565E+02 BASIN STORAGE= .8266E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .70 6872.83 245.53 1.28 5.00 6864.81 245.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1519E+04 EXCESS= .0000E+00 OUTFLOW= .1519E+04 BASIN STORAGE= .3019E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .71 6603.02 245.97 1.22 5.00 6586.17 245.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1446E+04 EXCESS= .0000E+00 OUTFLOW= .1445E+04 BASIN STORAGE= .2983E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .73 6152.87 246.55 1.13 5.00 6143.24 250.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1344E+04 EXCESS= .0000E+00 OUTFLOW= .1344E+04 BASIN STORAGE= .2930E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .75 5696.20 249.69 1.05 5.00 5695.72 250.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1240E+04 EXCESS= .0000E+00 OUTFLOW= .1240E+04 BASIN STORAGE= .2871E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .77 5326.89 250.26 .98 5.00 5325.11 250.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1164E+04 EXCESS= .0000E+00 OUTFLOW= .1164E+04 BASIN STORAGE= .2822E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH73 MANE .81 4682.04 250.44 .86 5.00 4675.40 250.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1025E+04 EXCESS= .0000E+00 OUTFLOW= .1025E+04 BASIN STORAGE= .2731E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 98.63 230.00 1.70 5.00 98.63 230.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1161E+02 EXCESS= .0000E+00 OUTFLOW= .1162E+02 BASIN STORAGE= .2219E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 94.71 230.00 1.63 5.00 94.71 230.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1111E+02 EXCESS= .0000E+00 OUTFLOW= .1112E+02 BASIN STORAGE= .2171E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 89.24 230.00 1.53 5.00 89.24 230.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1041E+02 EXCESS= .0000E+00 OUTFLOW= .1042E+02 BASIN STORAGE= .2103E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 83.59 230.00 1.42 5.00 83.59 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9701E+01 EXCESS= .0000E+00 OUTFLOW= .9706E+01 BASIN STORAGE= .2032E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 79.34 230.00 1.34 5.00 79.34 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9169E+01 EXCESS= .0000E+00 OUTFLOW= .9174E+01 BASIN STORAGE= .1977E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH91-C MANE 5.00 71.49 230.00 1.20 5.00 71.49 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8201E+01 EXCESS= .0000E+00 OUTFLOW= .8207E+01 BASIN STORAGE= .2796E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 3.22 218.06 228.29 1.47 5.00 216.60 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2751E+02 EXCESS= .0000E+00 OUTFLOW= .2751E+02 BASIN STORAGE= .3952E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 3.28 207.26 229.36 1.40 5.00 206.63 230.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2620E+02 EXCESS= .0000E+00 OUTFLOW= .2621E+02 BASIN STORAGE= .3191E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 3.37 194.01 229.07 1.30 5.00 193.27 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2440E+02 EXCESS= .0000E+00 OUTFLOW= .2440E+02 BASIN STORAGE= .3192E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 3.47 180.06 229.23 1.21 5.00 179.53 230.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2256E+02 EXCESS= .0000E+00 OUTFLOW= .2256E+02 BASIN STORAGE= .3944E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 3.56 168.49 231.34 1.13 5.00 168.49 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2119E+02 EXCESS= .0000E+00 OUTFLOW= .2120E+02 BASIN STORAGE= .3524E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH92-C MANE 3.73 149.70 231.33 1.00 5.00 149.30 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1873E+02 EXCESS= .0000E+00 OUTFLOW= .1873E+02 BASIN STORAGE= .3321E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 137.12 240.00 1.22 5.00 137.12 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1725E+02 EXCESS= .0000E+00 OUTFLOW= .1725E+02 BASIN STORAGE= .3349E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 130.36 240.00 1.15 5.00 130.36 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1633E+02 EXCESS= .0000E+00 OUTFLOW= .1633E+02 BASIN STORAGE= .3265E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 120.94 240.00 1.06 5.00 120.94 240.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1507E+02 EXCESS= .0000E+00 OUTFLOW= .1507E+02 BASIN STORAGE= .3145E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 111.36 240.00 .97 5.00 111.36 240.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1379E+02 EXCESS= .0000E+00 OUTFLOW= .1379E+02 BASIN STORAGE= .3129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 104.12 240.00 .91 5.00 104.12 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1284E+02 EXCESS= .0000E+00 OUTFLOW= .1284E+02 BASIN STORAGE= .3031E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH93 MANE 5.00 90.87 240.00 .79 5.00 90.87 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1115E+02 EXCESS= .0000E+00 OUTFLOW= .1115E+02 BASIN STORAGE= .2846E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 461.10 240.00 1.21 5.00 461.10 240.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6348E+02 EXCESS= .0000E+00 OUTFLOW= .6348E+02 BASIN STORAGE= .9881E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 438.31 240.00 1.15 5.00 438.31 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6013E+02 EXCESS= .0000E+00 OUTFLOW= .6013E+02 BASIN STORAGE= .9665E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 406.35 240.00 1.06 5.00 406.35 240.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5552E+02 EXCESS= .0000E+00 OUTFLOW= .5553E+02 BASIN STORAGE= .9350E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 373.65 240.00 .97 5.00 373.65 240.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5086E+02 EXCESS= .0000E+00 OUTFLOW= .5087E+02 BASIN STORAGE= .7959E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 349.29 240.00 .91 5.00 349.29 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4743E+02 EXCESS= .0000E+00 OUTFLOW= .4743E+02 BASIN STORAGE= .1024E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH94 MANE 5.00 304.53 240.00 .79 5.00 304.53 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4126E+02 EXCESS= .0000E+00 OUTFLOW= .4127E+02 BASIN STORAGE= .9698E-02 PERCENT ERROR= .0

 

 

 

*** NORMAL END OF HEC-1 ***