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Water Resources of Colorado


ARKANSAS RIVER BASIN

07119700 ARKANSAS RIVER AT CATLIN DAM NEAR FOWLER, CO

LOCATION.--Lat 38°07'33", long 103°54'41", in NE14NE14 sec.20, T.22 S., R.58 W., Otero County, Hydrologic Unit 11020005, on right bank at Catlin Canal flume gage, 2.2 mi downstream from diversion dam for Catlin Canal, 2.3 mi downstream from Apishapa River, and 6.0 mi east of Fowler.

DRAINAGE AREA.--10,901 mi2, of which 54 mi2 is probably noncontributing.

WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--October 1964 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=07119700

GAGE.--Water-stage recorder with satellite telemetry on river; water-stage recorder with satellite telemetry and Parshall flume on Catlin Canal. Datum of gage on river is 4,245.92 ft and on canal is 4,257.87 ft above NGVD of 1929. Prior to May 13, 1971, gage on river at site 2.2 mi upstream at datum 24.08 ft higher, and gage on canal at site 1.7 mi upstream at datum 3.26 ft higher.

REMARKS.--Records good, except for estimated daily discharges, which are poor. Discharge computed by combining discharge of river downstream from canal with that of Catlin Canal. 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 partly regulated by Pueblo Reservoir (station 07099350) about 69 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

32

157

30

94

27

81

196

261

2,210

942

319

673

2

41

184

39

74

28

73

152

334

2,870

838

234

552

3

39

189

40

73

35

58

195

319

3,450

765

263

381

4

65

171

50

73

30

26

265

281

3,530

640

270

268

5

87

197

47

72

29

24

317

264

3,170

577

275

217

6

110

198

46

67

32

33

370

255

2,650

570

278

205

7

e110

207

48

51

e30

34

416

283

1,410

595

270

192

8

115

209

46

29

e30

27

453

282

1,100

589

271

187

9

107

199

42

23

e40

27

448

246

1,420

586

511

213

10

96

218

45

22

e60

29

382

166

1,170

584

255

242

11

89

220

44

28

e75

29

378

113

1,210

565

207

270

12

79

228

31

51

e77

22

356

111

1,340

520

139

304

13

88

231

30

66

e75

15

328

93

1,520

437

125

312

14

88

256

30

93

78

62

297

73

1,660

428

112

340

15

77

231

32

74

74

97

276

172

1,680

417

100

313

16

80

67

27

65

73

148

260

311

1,750

390

95

312

17

88

36

25

68

74

152

231

516

1,660

346

97

298

18

96

29

22

63

65

166

239

507

1,980

315

96

268

19

92

14

23

64

30

237

330

567

1,730

248

96

205

20

79

15

e22

56

32

298

535

546

1,520

234

175

154

21

75

34

e20

30

29

326

466

647

2,220

310

97

135

22

90

34

e45

e21

29

351

420

808

1,640

338

69

134

23

83

32

e60

e22

e32

363

363

956

1,630

270

58

127

24

90

30

e80

e22

e35

334

411

1,060

1,370

241

46

119

25

101

25

e62

e26

e40

325

531

1,230

1,210

230

49

106

26

105

26

e56

e31

e50

297

597

1,550

1,100

187

39

96

27

92

36

e55

32

e70

315

468

1,950

1,040

165

59

88

28

81

37

e75

27

e75

278

356

1,880

1,010

155

90

78

29

147

37

e85

26

---

273

305

1,840

935

1,050

95

68

30

156

29

98

26

---

252

278

1,980

914

381

132

57

31

136

---

82

26

---

227

---

2,290

---

400

310

---

TOTAL

2,814

3,576

1,437

1,495

1,354

4,979

10,619

21,891

52,099

14,313

5,232

6,914

MEAN

90.8

119

46.4

48.2

48.4

161

354

706

1,737

462

169

230

MAX

156

256

98

94

78

363

597

2,290

3,530

1,050

511

673

MIN

32

14

20

21

27

15

152

73

914

155

39

57

AC-FT

5,580

7,090

2,850

2,970

2,690

9,880

21,060

43,420

103,300

28,390

10,380

13,710

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

401

436

385

408

376

412

599

1,266

2,038

1,316

964

430

MAX

1,234

925

804

854

1,249

912

1,526

3,901

4,420

4,108

2,384

1,209

(WY)

(1985)

(1985)

(2000)

(1985)

(1985)

(1998)

(1987)

(1999)

(1995)

(1995)

(1984)

(1982)

MIN

90.8

119

46.4

48.2

48.4

161

86.6

212

280

176

25.2

34.7

(WY)

(2003)

(2003)

(2003)

(2003)

(2003)

(2003)

(1978)

(1981)

(2002)

(2002)

(2002)

(2002)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1975 - 2003
ANNUAL TOTAL
52,623.54
126,723
ANNUAL MEAN
144
347
a754
HIGHEST ANNUAL MEAN
1,327 1995
LOWEST ANNUAL MEAN
206 2002
HIGHEST DAILY MEAN
686 Jun 11
3,530 Jun 4
e,b16,300 May 1, 1999
LOWEST DAILY MEAN
0.00 Sep 11
14 Nov 19
c0.00 Sep 11, 2002
ANNUAL SEVEN-DAY MINIMUM
1.2 Sep 5
24 Dec 15
1.2 Sep 5, 2002
MAXIMUM PEAK FLOW
d3,610 Jun 4
e,d,f26,000 May 1, 1999
MAXIMUM PEAK STAGE
g5.41 Jun 4
11.30 May 1, 1999
ANNUAL RUNOFF (AC-FT)
104,400
251,400
546,200
10 PERCENT EXCEEDS
302
1,020
1,620
50 PERCENT EXCEEDS
105
148
450
90 PERCENT EXCEEDS
22
29
175

e Estimated.
a Average discharge for 9 years (water years 1965-73), 636 ft3/s, 460,800 acre-ft/yr, prior to completion of Pueblo Dam.
b Maximum daily discharge for period of record, 18,300 ft3/s, Jun 18, 1965.
c Also minimum daily discharge for period of record.
d Maximum combined instantaneous discharge.
f Maximum discharge and gage height for period of record, 43,200 ft3/s, Jun 18, 1965, gage height, 7.95 ft, site and datum then in use, from rating curve extended above 13,000 ft3/s on basis of flow-over-dam computation of peak flow.
g Gage height at Arkansas River gage.


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Water Resources of Colorado
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