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Water Resources of Colorado


ARKANSAS RIVER BASIN

07096000 ARKANSAS RIVER AT CANON CITY, CO

LOCATION.--Lat 38°26'02", long 105°15'24", in SE14SE14 sec.31, T.18 S., R.70 W., Fremont County, Hydrologic Unit 11020002, on right bank 800 ft upstream from Sand Creek, 0.7 mi downstream from Grape Creek, and 0.7 mi upstream from First Street Bridge at Canon City.

DRAINAGE AREA.--3,117 mi2.

WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--January 1888 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as "near Canyon" 1900-1906. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07096000

REVISED RECORDS.--WSP 1117: Drainage area. WSP 1311: 1897-98.

GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 5,342.13 ft above NGVD of 1929. See WSP 1711 or 1731 for history of changes prior to Oct. 1, 1957. Oct. 1, 1957 to Nov. 15, 1962, water-stage recorder at present site at datum 1.49 ft higher.

REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by storage reservoirs, power developments, transbasin and transmountain diversions, diverions for irrigation and municipal use, ground-water withdrawals, return flows from irrigated areas, and flows from sewage-treatment plants.

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

137

221

222

e220

223

236

231

196

3,460

755

569

299

2

156

226

224

e220

228

231

273

173

3,540

751

559

255

3

163

221

224

e215

231

223

359

166

3,180

709

542

264

4

177

214

226

e215

223

217

348

165

2,720

668

525

271

5

175

205

219

e220

209

224

324

164

2,330

644

519

276

6

166

199

223

e220

216

225

272

166

2,050

640

464

264

7

161

210

222

e215

e215

216

264

165

1,650

608

492

292

8

157

226

223

223

e210

218

264

159

1,280

604

522

367

9

157

210

234

e225

e220

223

268

153

1,100

632

439

373

10

154

221

232

e225

e240

218

250

151

1,240

639

577

367

11

138

199

211

e230

260

213

205

132

1,520

633

580

470

12

117

190

e214

e220

263

208

205

123

1,660

646

557

460

13

111

190

e218

e220

274

215

198

119

1,790

620

484

436

14

98

215

e220

e215

287

200

194

126

1,900

632

396

442

15

102

204

e220

e220

266

192

212

131

1,790

609

331

415

16

128

191

e225

e220

243

209

245

220

1,780

595

288

393

17

132

176

232

e210

231

228

198

279

1,860

611

262

295

18

136

169

e230

e210

233

248

159

328

1,630

602

268

271

19

143

175

e215

e210

236

248

160

489

1,510

587

285

316

20

154

170

e210

e210

221

220

166

706

1,640

612

329

326

21

157

162

e215

e220

219

236

160

636

1,680

614

312

307

22

156

174

e220

e225

223

233

139

510

1,540

616

283

292

23

162

184

e230

e220

234

237

131

595

1,550

602

337

294

24

165

186

e230

224

219

245

149

906

1,350

592

361

263

25

176

190

e225

225

e230

254

151

1,320

1,020

584

375

236

26

172

190

e225

221

e230

250

143

1,430

894

603

404

214

27

180

205

e230

215

e240

256

144

1,680

800

620

424

209

28

169

220

e230

219

235

242

172

2,190

768

704

396

205

29

165

217

e235

223

---

227

232

2,610

750

709

390

206

30

189

220

e230

218

---

218

257

3,080

748

623

351

204

31

216

---

e225

219

---

215

---

3,450

---

546

334

---

TOTAL

4,769

5,980

6,939

6,792

6,559

7,025

6,473

22,718

50,730

19,610

12,955

9,282

MEAN

154

199

224

219

234

227

216

733

1,691

633

418

309

MAX

216

226

235

230

287

256

359

3,450

3,540

755

580

470

MIN

98

162

210

210

209

192

131

119

748

546

262

204

AC-FT

9,460

11,860

13,760

13,470

13,010

13,930

12,840

45,060

100,600

38,900

25,700

18,410

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1889 - 2003, BY WATER YEAR (WY)
MEAN

370

377

370

348

344

353

421

1,102

2,263

1,456

845

445

MAX

1,195

620

623

609

781

711

1,120

2,667

4,286

5,541

2,134

1,411

(WY)

(1912)

(1924)

(1983)

(1983)

(1985)

(1989)

(1942)

(1984)

(1980)

(1957)

(1957)

(1909)

MIN

154

180

204

195

217

176

108

243

300

200

168

142

(WY)

(2003)

(1940)

(1940)

(1979)

(1978)

(1904)

(1940)

(1977)

(2002)

(2002)

(2002)

(2002)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1889 - 2003
ANNUAL TOTAL
89,669
159,832
ANNUAL MEAN
246
438
727
HIGHEST ANNUAL MEAN
1,299 1995
LOWEST ANNUAL MEAN
280 2002
HIGHEST DAILY MEAN
472 May 17
3,540 Jun 2
9,480 Jun 29, 1957
LOWEST DAILY MEAN
98 Oct 14
98 Oct 14
69 May 13, 1959
ANNUAL SEVEN-DAY MINIMUM
118 Oct 12
118 Oct 12
87 Apr 9, 1940
MAXIMUM PEAK FLOW
3,680 May 31
a19,000 Aug 2, 1921
MAXIMUM PEAK STAGE
8.99 May 31
b,c10.70 Aug 2, 1921
ANNUAL RUNOFF (AC-FT)
177,900
317,000
526,300
10 PERCENT EXCEEDS
380
760
1,690
50 PERCENT EXCEEDS
222
230
412
90 PERCENT EXCEEDS
153
162
237

e Estimated.
a Site and datum then in use, from rating curve extended above 5,000 ft3/s.
b From floodmark.
c Maximum gage height, 10.90 ft, Jun 18, 1995.


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Water Resources of Colorado
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Last Modified: April 28, 2004