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Water Resources of Colorado


PLATTE RIVER BASIN

06720500 SOUTH PLATTE RIVER AT HENDERSON, CO

LOCATION.--Lat 39°55'19", long 104°52'04", in SE14NE14 sec.34, T.1 S., R.67 W., Adams County, Hydrologic Unit 10190003, on right bank 500 ft upstream from bridge on State Highway 22, and 0.2 mi northwest of Henderson.

DRAINAGE AREA.--4,768 mi2 (revised).

PERIOD OF RECORD.--May 1926 to current year. Prior to October 1933, monthly discharge only, published in WSP 1310. Statistical summary computed for 1976 to current year, subsequent to completion of Chatfield Dam. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=06720500

REVISED RECORDS.--WSP 1310: 1934-36(M). WSP 1730: Drainage area. WDR C0-88-1: 1986.

GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 4999.12 ft above NGVD of 1929. See WSP 1710 or 1730 for history of changes prior to June 1, 1960. June 1, 1960, to May 10, 1969, water-stage recorder at site 1,200 ft upstream at datum 5.00 ft higher. May 11 to Oct. 2, 1969, nonrecording gage at site 500 ft downstream at datum 3.00 ft higher. Oct. 3, 1969 to Jan. 15, 1986, at present site, at datum 3.00 ft higher.

REMARKS.--Records good except for flows above 2,990 ft3/s, which are fair, and estimated daily discharges, which are poor. Natural flow of stream affected by transmountain diversions, storage reservoirs, ground-water withdrawals, diversions for irrigation of about 253,000 acres, and return flow from irrigated areas.

COOPERATION.--Records collected and computed by Colorado Division of Water Resources and reviewed by Geological Survey.

Discharge, cubic feet per second 
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
DAILY MEAN VALUES
DAY
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
1

203

216

179

160

290

319

335

675

1,930

703

e221

523

2

644

239

186

163

284

320

344

472

2,010

798

e225

348

3

307

286

176

165

358

331

277

457

1,660

836

e186

494

4

237

287

177

160

374

306

229

389

1,410

629

e187

301

5

177

266

175

163

301

320

221

305

1,410

539

e227

265

6

164

266

177

168

301

323

268

223

1,170

530

247

249

7

164

272

168

167

300

303

261

200

1,660

611

246

255

8

157

275

169

160

309

299

262

216

902

509

261

303

9

154

331

176

164

311

286

256

250

784

368

552

209

10

151

326

170

161

313

286

232

2,840

864

369

252

188

11

150

342

166

165

309

277

217

1,430

956

426

285

159

12

149

337

163

162

306

285

206

925

993

387

509

155

13

154

288

168

184

316

263

194

654

958

375

396

141

14

158

247

174

273

318

219

257

513

935

368

350

155

15

155

256

170

243

319

214

283

371

927

366

334

162

16

152

256

176

240

312

220

616

437

927

376

253

143

17

157

249

171

255

274

272

519

448

949

355

203

126

18

154

255

170

255

271

880

268

596

1,950

341

231

136

19

149

252

166

254

263

416

999

698

1,200

1,080

432

142

20

151

242

167

254

249

651

544

520

1,060

434

228

134

21

156

252

173

250

247

1,030

357

442

995

391

199

128

22

154

241

173

242

258

1,100

455

300

889

382

194

141

23

157

239

170

240

263

1,100

862

255

824

381

189

133

24

158

249

186

252

274

876

2,350

254

738

369

181

132

25

159

271

153

284

266

636

690

395

679

296

194

131

26

155

261

151

292

270

734

430

479

607

236

203

120

27

169

256

164

292

290

750

364

452

539

374

240

113

28

179

238

166

289

272

474

326

597

476

394

252

112

29

277

174

164

287

---

418

502

685

543

426

255

120

30

321

181

169

289

---

363

696

1,220

720

e724

880

109

31

222

---

169

294

---

351

---

1,840

---

e341

2,240

---

TOTAL

5,994

7,850

5,282

6,927

8,218

14,622

13,820

19,538

31,665

14,714

10,852

5,827

MEAN

193

262

170

223

294

472

461

630

1,056

475

350

194

MAX

644

342

186

294

374

1,100

2,350

2,840

2,010

1,080

2,240

523

MIN

149

174

151

160

247

214

194

200

476

236

181

109

AC-FT

11,890

15,570

10,480

13,740

16,300

29,000

27,410

38,750

62,810

29,190

21,520

11,560

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1976 - 2003, BY WATER YEAR (WY)
MEAN

352

334

299

324

321

364

525

1,076

1,225

792

631

374

MAX

1,835

1,268

554

592

642

842

1,732

3,923

4,796

3,204

2,074

1,141

(WY)

(1985)

(1985)

(1984)

(1984)

(1984)

(1983)

(1983)

(1980)

(1995)

(1995)

(1984)

(1984)

MIN

144

173

170

155

156

118

140

316

249

197

163

157

(WY)

(1978)

(1978)

(2003)

(1977)

(1977)

(1982)

(1982)

(2002)

(2002)

(2002)

(2002)

(1977)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1976 - 2003
ANNUAL TOTAL
88,281
145,309
ANNUAL MEAN
242
398
a552
HIGHEST ANNUAL MEAN
1,379 1983
LOWEST ANNUAL MEAN
252 1981
HIGHEST DAILY MEAN
2,160 May 24
2,840 May 10
b6,500 Jun 9, 1995
LOWEST DAILY MEAN
108 Apr 3
109 Sep 30
c27 Apr 7, 1977
ANNUAL SEVEN-DAY MINIMUM
118 Aug 15
120 Sep 24
69 Mar 13, 1982
MAXIMUM PEAK FLOW
5,130 May 10
d12,300 Jun 27, 1983
MAXIMUM PEAK STAGE
7.57 May 10
f7.58 Jun 27, 1983
ANNUAL RUNOFF (AC-FT)
175,100
288,200
400,200
10 PERCENT EXCEEDS
362
863
1,040
50 PERCENT EXCEEDS
215
272
337
90 PERCENT EXCEEDS
142
158
179

e Estimated.
a Average discharge for 48 years (water years 1927-74), 366 ft3/s; 265,200 acre-ft/yr, prior to completion of Chatfield Dam.
b Maximum daily discharge for period of record, 13,200 ft3/s, May 7, 1973.
c Minimum daily discharge for period of record, 4.4 ft3/s, Apr 1, 1950.
d Maximum discharge and stage for period of record, 33,000 ft3/s, May 6, 1973, gage height, 11.67 ft, from rating curve extended above 7,200 ft3/s, partly on basis of flow-over-road measurement of peak flow; maximum gage height, 12.93 ft, Jun 17, 1965, site and datum then in use.
f Maximum gage height for statistical period, 9.91 ft, May 17, 1995.


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