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USGS
Water Resources of Colorado


RIO GRANDE BASIN

08247500 SAN ANTONIO RIVER AT ORTIZ, CO

LOCATION.--Lat 36°59'35", long 106°02'17", in NE14SE14 sec.24, T.32 N., R.8 E., Rio Arriba County, New Mexico, Hydrologic Unit 13010005, on left bank 800 ft upstream (south) from Colorado-New Mexico State line, 0.4 mi southeast of Ortiz, and 0.4 mi upstream from Los Pinos River.

DRAINAGE AREA.--110 mi2, approximately.

PERIOD OF RECORD.--October 1919 to October 1920, October 1924 to September 1940 (seasonal records only), October 1940 to current year. Monthly discharge only for some periods, published in WSP 1312. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=08247500

REVISED RECORDS.--WSP 1732: 1951. WSP 1923: 1927 (monthly discharge and runoff).

GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 7,970 ft above NGVD of 1929, from topographic map. Prior to Apr. 7, 1926, nonrecording gage at various locations near present site, at different datums. Apr. 7, 1926 to June 24, 1954, water-stage recorder on right bank at site
200 ft downstream at present datum.

REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by diversions for irrigation and return flows from irrigated areas. Statistical summary computed for 1940 to current year, subsequent to conversion of station to year-round records.

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

EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of Oct. 5, 1911, is the greatest since at least 1854, from information obtained from local residents in 1959.

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

3.2

3.9

e2.8

e1.2

e4.0

e3.8

24

141

10

0.00

0.00

3.3

2

2.8

3.5

e2.6

e1.2

e3.8

e3.8

46

129

12

0.00

0.00

2.3

3

3.4

3.5

e2.6

e1.7

e3.4

e4.0

39

133

8.6

0.00

0.00

1.8

4

4.1

3.6

e2.2

e2.2

e3.2

e8.0

27

107

6.6

0.00

0.00

1.7

5

3.2

3.6

e1.4

e2.2

e2.9

e8.0

22

89

5.6

0.00

0.00

2.2

6

3.1

3.2

e1.2

e2.2

e2.8

e10

19

74

4.3

0.00

0.00

2.2

7

2.7

3.1

e0.90

e2.0

e2.8

e14

16

73

3.9

0.00

0.00

5.3

8

2.3

3.2

e1.1

e2.0

e3.0

e16

9.3

68

3.6

0.00

0.00

7.5

9

2.1

3.4

e1.1

e2.2

e3.2

e17

16

57

2.9

0.00

0.00

4.1

10

2.1

8.6

e1.1

e2.2

e3.3

e18

29

59

2.6

0.00

0.00

59

11

2.0

6.9

e1.1

e2.0

e3.7

21

55

53

2.1

0.00

0.00

22

12

1.9

5.4

e1.0

e1.8

e4.7

32

67

56

2.1

0.00

0.00

12

13

1.7

3.9

e1.1

e2.0

e8.0

76

63

57

2.0

0.00

0.00

7.6

14

1.8

5.1

e1.2

e2.2

e30

84

85

55

1.6

0.00

0.00

5.5

15

2.0

5.6

e1.3

e2.2

e20

81

114

53

1.4

0.00

0.00

4.3

16

1.9

3.6

e1.3

e1.8

e12

56

62

52

1.4

0.00

0.00

3.4

17

1.9

3.2

e1.2

e1.8

e14

31

66

44

1.6

0.00

0.00

2.8

18

1.8

2.6

e0.90

e1.8

e13

19

77

41

2.3

0.00

0.00

2.4

19

1.8

3.0

e0.80

e2.3

e9.6

15

64

38

2.0

0.00

0.00

2.1

20

2.0

3.0

e0.90

e2.5

e8.0

10

47

34

3.0

0.00

0.00

1.9

21

2.1

3.3

e0.90

e2.7

e7.8

16

61

31

3.7

0.00

0.00

1.8

22

2.1

3.2

e0.90

e2.7

e5.4

10

100

27

2.3

0.00

0.00

1.7

23

2.2

3.7

e0.90

e3.0

e4.3

14

99

24

1.4

0.00

0.00

1.6

24

2.4

4.2

e0.80

e3.0

e4.8

22

67

23

1.0

0.00

0.00

1.5

25

3.3

3.7

e0.80

e2.7

e4.9

30

85

22

0.72

0.00

0.00

1.5

26

3.4

3.3

e0.80

e2.7

e4.6

30

134

29

0.55

0.00

5.0

1.4

27

3.7

e3.2

e0.90

e3.2

e4.2

39

186

20

0.40

0.00

15

1.3

28

4.8

e2.8

e1.1

e3.2

e4.1

19

215

16

0.32

0.00

7.4

1.3

29

4.8

e3.1

e1.3

e3.0

---

15

223

14

0.16

0.00

7.3

1.2

30

4.2

e3.0

e1.2

e3.2

---

11

204

13

0.07

0.00

7.8

1.2

31

3.6

---

e1.3

e3.7

---

14

---

11

---

0.00

4.3

---

TOTAL

84.4

115.4

38.70

72.6

195.5

747.6

2,321.3

1,643

90.22

0.00

46.80

167.9

MEAN

2.72

3.85

1.25

2.34

6.98

24.1

77.4

53.0

3.01

0.000

1.51

5.60

MAX

4.8

8.6

2.8

3.7

30

84

223

141

12

0.00

15

59

MIN

1.7

2.6

0.80

1.2

2.8

3.8

9.3

11

0.07

0.00

0.00

1.2

AC-FT

167

229

77

144

388

1,480

4,600

3,260

179

0.00

93

333

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1940 - 2003, BY WATER YEAR (WY)
MEAN

2.97

3.92

2.69

2.31

3.73

17.5

99.3

143

16.4

1.94

2.83

1.33

MAX

12.0

13.8

8.12

6.00

13.0

70.6

302

508

108

12.0

17.7

5.60

(WY)

(1987)

(1987)

(1967)

(1965)

(1962)

(1997)

(1962)

(1941)

(1957)

(1957)

(1957)

(2003)

MIN

0.000

1.04

0.48

0.000

0.25

2.50

8.15

0.91

0.000

0.000

0.000

0.000

(WY)

(1952)

(1956)

(1977)

(1977)

(1990)

(1948)

(2002)

(2002)

(2002)

(1940)

(1951)

(1951)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1940 - 2003
ANNUAL TOTAL
895.46
5,523.42
ANNUAL MEAN
2.45
15.1
25.1
HIGHEST ANNUAL MEAN
61.8 1952
LOWEST ANNUAL MEAN
2.36 2002
HIGHEST DAILY MEAN
18 Apr 1
223 Apr 29
1,050 May 13, 1941
LOWEST DAILY MEAN
0.00 May 30
0.00 Jul 1
a0.00 Jun 24, 1940
ANNUAL SEVEN-DAY MINIMUM
0.00 May 30
0.00 Jul 1
b0.00 Jun 24, 1940
MAXIMUM PEAK FLOW
305 Apr 29
c1,380 May 13, 1941
MAXIMUM PEAK STAGE
3.27 Apr 29
c4.75 May 13, 1941
ANNUAL RUNOFF (AC-FT)
1,780
10,960
18,160
10 PERCENT EXCEEDS
5.8
55
62
50 PERCENT EXCEEDS
2.0
3.1
3.0
90 PERCENT EXCEEDS
0.00
0.00
0.00

e Estimated.
a Also occurred Jun 25 to Aug 7, and Aug 19-23, 1940, and on many days during many years.
b Also occurred for periods during many years.
c From rating curve extended above 1,100 ft3/s. Maximum discharge and gage height for period of record, 1,750 ft3/s, Apr 15, 1937, gage height, 5.38 ft, from rating curve extended above 1,100 ft3/s.


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U.S. Geological Survey
Water Resources of Colorado
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