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USGS
Water Resources of Colorado


RIO GRANDE BASIN

08251500 RIO GRANDE NEAR LOBATOS, CO

LOCATION.--Lat 37°04'43", long 105°45'23", in NE14NW14 sec.27, T.33 N., R.11 E., Conejos County, Hydrologic Unit 13010002, on right bank at highway bridge, 5.7 mi north of Colorado-New Mexico State line, 8 mi downstream from Culebra Creek, 11 mi east of Lobatos, and 14 mi east of Antonito.

DRAINAGE AREA.--7,700 mi2, approximately, includes 2,940 mi2 in closed basin in northern part of San Luis Valley, CO.

WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--July 1899 to current year. Monthly discharge only for some periods, published in WSP 1312. Published as "at Cenicero" 1899-1901, and as "near Cenicero" 1902-4. Statistical summary computed for 1931 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=08251500

REVISED RECORDS.-- WSP 210: Drainage area. WSP 1312: 1919 (monthly discharge and runoff). WDR CO-78-1: 1976.

GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 7,427.63 ft above NGVD of 1929. Prior to Nov. 8, 1910, nonrecording gages at same site and datum.

REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by storage reservoirs, transmountain diversions, diversions 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.

EXTREMES OUTSIDE PERIOD OF RECORD.--Maximum stage of June 18, 1903, is greatest since at least 1828.

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

23

23

e135

e105

e220

195

85

71

224

93

14

13

2

24

24

e140

e115

e210

187

85

79

244

90

12

12

3

20

30

e135

e125

e210

181

86

93

182

79

12

29

4

15

71

e155

e135

e190

181

85

76

151

80

16

31

5

13

130

e155

e145

e175

185

71

56

135

82

15

20

6

18

142

e155

e140

e140

206

64

58

139

72

15

16

7

19

137

e150

e140

e120

177

58

60

151

64

14

14

8

19

103

e120

e140

e180

183

52

66

157

58

15

14

9

19

91

e105

e145

e175

182

44

60

223

57

15

16

10

14

62

e110

e150

e175

183

44

59

279

53

15

28

11

15

47

e100

e160

e190

183

44

58

265

47

15

22

12

15

41

e110

e160

e205

185

39

61

218

42

15

21

13

15

42

e115

e165

e215

193

36

67

196

37

15

21

14

16

42

e120

e160

e240

187

35

73

184

38

14

25

15

16

37

e130

e160

e240

205

36

83

209

47

10

19

16

16

30

e140

e160

205

218

41

122

232

40

14

16

17

17

38

e115

e155

213

227

42

112

206

36

17

15

18

18

53

e130

e160

213

230

66

146

181

33

25

13

19

18

49

e115

e160

218

205

65

160

173

30

15

12

20

18

48

e110

e160

207

165

51

164

154

28

8.4

11

21

20

47

e105

e160

201

142

47

172

160

27

6.4

10

22

21

48

e140

e165

e185

117

46

158

160

28

5.8

10

23

23

43

e125

e170

e180

107

48

134

146

27

15

9.8

24

25

48

e100

e175

e180

109

52

210

128

27

9.3

11

25

24

122

e115

e175

e185

96

65

210

113

27

7.9

12

26

23

e125

e105

e185

e204

70

71

195

102

24

7.7

10

27

26

e135

e105

e185

209

71

69

146

103

21

8.4

10

28

26

e145

e100

e195

195

60

78

121

108

20

11

11

29

26

e125

e100

e200

---

80

83

143

97

20

14

11

30

28

e135

e100

e190

---

80

81

218

94

46

14

11

31

27

---

e105

e205

---

80

---

186

---

21

14

---

TOTAL

617

2,213

3,745

4,945

5,480

4,870

1,769

3,617

5,114

1,394

404.9

473.8

MEAN

19.9

73.8

121

160

196

157

59.0

117

170

45.0

13.1

15.8

MAX

28

145

155

205

240

230

86

218

279

93

25

31

MIN

13

23

100

105

120

60

35

56

94

20

5.8

9.8

AC-FT

1,220

4,390

7,430

9,810

10,870

9,660

3,510

7,170

10,140

2,760

803

940

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1931 - 2003, BY WATER YEAR (WY)
MEAN

184

309

282

263

314

413

505

1,082

1,199

427

167

133

MAX

1,401

1,199

763

521

595

884

2,326

4,958

4,470

2,754

1,281

938

(WY)

(1942)

(1942)

(1942)

(1986)

(1986)

(1987)

(1985)

(1987)

(1941)

(1995)

(1999)

(1999)

MIN

12.9

59.6

61.7

75.7

102

66.0

32.3

31.2

19.8

1.28

3.21

1.91

(WY)

(1957)

(1955)

(1964)

(1957)

(1957)

(1957)

(1935)

(2002)

(1977)

(1951)

(1956)

(1956)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1931 - 2003
ANNUAL TOTAL
35,800.9
34,642.7
ANNUAL MEAN
98.1
94.9
a440
HIGHEST ANNUAL MEAN
1,264 1987
LOWEST ANNUAL MEAN
70.9 1964
HIGHEST DAILY MEAN
391 Mar 14
279 Jun 10
b9,110 Jun 22, 1949
LOWEST DAILY MEAN
4.3 Aug 1
5.8 Aug 22
c0.00 Jul 16, 1950
ANNUAL SEVEN-DAY MINIMUM
4.9 Jul 28
8.6 Aug 20
0.00 Jul 16, 1950
MAXIMUM PEAK FLOW
302 Jun 10
d11,600 May 8, 1952
MAXIMUM PEAK STAGE
f1.56 Jun 10
g8.76 May 8, 1952
ANNUAL RUNOFF (AC-FT)
71,010
68,710
318,700
10 PERCENT EXCEEDS
275
195
951
50 PERCENT EXCEEDS
37
81
240
90 PERCENT EXCEEDS
8.4
14
38

e Estimated.
a Average discharge for 31 years (water years 1900-30), 846 ft3/s; 612,900 acre-ft/yr, includes period of extensive development for irrigation.
b Maximum daily discharge for period of record, 13,100 ft3/s, Jun 8, 1905.
c No flow at times in 1950-51, 1956.
d Maximum discharge for period of record, 13,200 ft3/s, Jun 8, 1905, gage height, 9.1 ft, from rating curve extended above 8,000 ft3/s.
f Maximum gage height, 2.19 ft, Feb 1, backwater from ice.
g Maximum gage height for period of record, 10.0 ft, Jun 18, 1903.


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Water Resources of Colorado
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