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USGS
Water Resources of Colorado


ARKANSAS RIVER BASIN

07099400 ARKANSAS RIVER ABOVE PUEBLO, CO

LOCATION.--Lat 38°16'18", long 104°43'03", in NE14NE14 sec.36, T.20 S., R.66 W., Pueblo County, Hydrologic Unit 11020002, on left bank 200 ft downstream from northeast corner of Arkansas River bridge, 0.4 mi downstream from Pueblo Dam, and 7 mi west of Pueblo.

DRAINAGE AREA.--4,670 mi2.

WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--October 1965 to current year. Statistical summary computed for 1975 to current year subsequent to completion of Pueblo Reservoir. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07099400

GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 4,740 ft above NGVD of 1929, from topographic map. Prior to Mar. 23, 1967, at site 730 ft upstream at datum 2.23 ft higher. Mar. 24, 1967 to May 23 1974 at present site at datum 1.00 ft higher. May 24, 1974 to Feb. 24, 1975, at site 2,000 ft downstream, at different datum. Feb. 25, 1975 to Sept. 30, 2001, at or within 50 ft of present location at datum 1.00 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, diversions for irrigation and municipal use, ground-water withdrawals, return flows from irrigated areas, and flows from sewage-treatment plants. Flow completely regulated by Pueblo Reservoir (station 07099350) 0.4 mi upstream since Jan. 9, 1974.

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

e0.55

82

0.46

1.3

20

27

e91

181

4,020

816

280

223

2

e0.55

82

0.45

1.3

21

27

211

144

4,530

759

400

165

3

e25

82

0.57

1.2

21

27

239

142

4,690

607

376

91

4

103

93

0.57

1.3

22

28

256

142

4,160

581

367

84

5

103

102

0.57

1.3

22

27

290

156

3,400

690

368

105

6

104

102

0.61

1.4

23

27

309

165

2,100

693

383

117

7

103

103

0.64

1.4

22

27

310

165

1,570

692

387

133

8

95

103

0.59

1.5

23

27

261

69

1,260

689

197

167

9

53

103

0.63

1.7

23

27

237

37

1,020

689

141

214

10

32

103

0.66

1.7

23

27

237

60

953

685

141

255

11

26

103

0.75

1.6

26

27

233

55

1,360

567

138

285

12

8.7

103

0.82

1.7

27

27

224

55

1,590

502

138

328

13

1.3

103

0.71

1.7

27

28

224

178

1,630

499

136

342

14

1.3

93

0.68

1.8

27

27

213

252

1,710

523

145

332

15

4.6

1.5

0.67

1.6

27

27

196

269

1,710

556

149

331

16

9.0

0.84

0.73

8.3

27

27

196

357

1,700

516

135

297

17

1.0

0.62

0.65

20

26

27

196

559

1,650

488

135

220

18

1.0

0.60

0.76

20

27

58

178

589

1,590

428

136

137

19

1.1

0.47

0.79

20

27

108

232

639

1,600

393

136

113

20

1.1

0.53

0.77

20

27

160

232

758

1,450

303

136

146

21

1.1

0.52

0.77

20

27

180

210

952

1,520

262

135

151

22

1.1

0.45

0.81

20

27

180

211

1,030

1,620

264

135

126

23

8.5

0.50

0.96

20

28

180

229

1,080

1,390

264

e135

113

24

15

0.52

1.0

20

28

147

230

1,260

1,210

243

e135

88

25

15

0.56

1.1

20

27

126

210

1,580

1,110

217

e160

66

26

16

0.46

1.0

20

27

125

139

1,990

973

186

e185

48

27

16

0.50

0.92

20

27

126

140

2,030

893

176

184

42

28

33

0.54

1.0

20

27

104

141

2,010

892

192

203

40

29

e60

0.50

1.1

20

---

89

142

2,220

893

241

237

40

30

e82

0.50

1.2

20

---

69

175

2,690

859

263

309

40

31

82

---

1.3

20

---

e56

---

3,290

---

247

278

---

TOTAL

1,003.90

1,366.61

24.24

330.8

706

2,169

6,392

25,104

55,053

14,231

6,520

4,839

MEAN

32.4

45.6

0.78

10.7

25.2

70.0

213

810

1,835

459

210

161

MAX

104

103

1.3

20

28

180

310

3,290

4,690

816

400

342

MIN

0.55

0.45

0.45

1.2

20

27

91

37

859

176

135

40

AC-FT

1,990

2,710

48

656

1,400

4,300

12,680

49,790

109,200

28,230

12,930

9,600

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1975 - 2003, BY WATER YEAR (WY)
MEAN

338

247

153

167

201

308

574

1,151

2,292

1,562

986

432

MAX

1,103

505

553

558

837

718

1,389

2,564

4,219

4,110

2,716

1,040

(WY)

(1985)

(1985)

(1987)

(1985)

(1985)

(1985)

(1985)

(1984)

(1980)

(1995)

(1984)

(1982)

MIN

32.4

45.6

0.78

10.7

25.2

70.0

125

374

386

281

16.5

4.10

(WY)

(2003)

(2003)

(2003)

(2003)

(2003)

(2003)

(1978)

(1978)

(2002)

(2002)

(2002)

(2002)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1975 - 2003
ANNUAL TOTAL
51,811.06
117,739.55
ANNUAL MEAN
142
323
a703
HIGHEST ANNUAL MEAN
1,227 1984
LOWEST ANNUAL MEAN
174 2002
HIGHEST DAILY MEAN
870 Jun 9
4,690 Jun 3
b5,910 Jun 23, 1997
LOWEST DAILY MEAN
0.45 Nov 22
0.45 Nov 22
c0.45 Nov 22, 2002
ANNUAL SEVEN-DAY MINIMUM
0.49 Nov 26
0.49 Nov 26
0.49 Nov 26, 2002
MAXIMUM PEAK FLOW
4,760 Jun 3
d6,060 Jun 23, 1997
MAXIMUM PEAK STAGE
7.20 Jun 3
f7.29 Jun 23, 1997
ANNUAL RUNOFF (AC-FT)
102,800
233,500
509,100
10 PERCENT EXCEEDS
356
952
1,780
50 PERCENT EXCEEDS
107
103
368
90 PERCENT EXCEEDS
0.58
0.80
86

e Estimated.
a Average discharge for 8 years (water years 1966-73), 643 ft3/s; 465,900 acre-ft/yr, prior to completion of Pueblo Dam.
b Also the maximum daily discharge for period of record.
c Also occurred Dec 2, 2002. Also minimum daily discharge for period of record.
d Maximum discharge for period of record, 10,100 ft3/s, Aug 1, 1966, from rating curve extended above 1,600 ft3/s, on basis of slope-area measurement of peak flow.
f Datum then in use; maximum gage height, 7.57 ft, Jun 14, 1985, datum then in use; maximum gage height for period of record, 13.12 ft, Aug 1, 1966, site and datum then in use.


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