LOCATION.--Lat 37°01'39", long 108°44'27", Ute Indian Reservation, Montezuma County, Hydrologic Unit 14080107, on left bank 700 ft upstream from bridge on U.S. Highway 666, 2.0 mi north of Colorado-New Mexico State line, 6.0 mi upstream from Aztec Creek, and 12 mi south of Towaoc.
DRAINAGE AREA.--526 mi2.
PERIOD OF RECORD.--October 1920 to September 1943, February 1951 to current year. Monthly discharge only for some periods, published in WSP 1313. Sediment data available, April to December 1961. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09371000
REVISED RECORDS.--WSP 1733: 1924 (monthly figures only). WDR CO-83-3: Drainage area.
GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 5,055.98 ft above NGVD of 1929. See WSP 1713 or 1733 for history of changes prior to Mar. 11, 1954.
REMARKS.--Records fair except those for Mar. 14-26, Apr. 12-14 and estimated daily discharges, which are poor. Diversions for irrigation of about 10,000 acres upstream from station. One diversion upstream from station for irrigation of about 100 acres downstream from station. Flow regulated by Jackson Gulch Reservoir, capacity, 10,000 acre-ft since March 1949. Several measurements of specific conductance and water temperature were obtained and are published in the "Supplemental Water-Quality Data For Gaging Stations" section of this report.
Discharge, cubic feet per second
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
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|
|
|
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|
|
|
|
|
|
|
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0.00
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0.87
|
0.00
|
0.00
|
e1.4
|
4.7
|
e6.3
|
5.7
|
1.9
|
0.00
|
0.00
|
23
|
|
2.4
|
1.3
|
0.00
|
0.00
|
e1.4
|
e4.3
|
7.2
|
3.5
|
3.5
|
0.00
|
0.00
|
14
|
|
5.5
|
0.92
|
0.04
|
0.00
|
e1.2
|
e3.9
|
e13
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3.7
|
2.4
|
0.00
|
45
|
9.3
|
|
12
|
0.78
|
e0.14
|
0.00
|
0.76
|
e4.5
|
e15
|
2.9
|
2.0
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0.00
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9.4
|
5.2
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|
2.1
|
0.50
|
0.11
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0.00
|
0.28
|
e5.3
|
10
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2.9
|
1.4
|
0.00
|
1.7
|
6.1
|
|
0.58
|
0.47
|
0.03
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0.00
|
0.06
|
e5.4
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8.5
|
4.0
|
0.44
|
0.00
|
0.29
|
3.2
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|
0.15
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0.18
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0.00
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0.00
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0.01
|
e3.7
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e7.7
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3.5
|
0.15
|
0.00
|
0.00
|
2.8
|
|
0.02
|
0.13
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0.00
|
0.09
|
e0.34
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e3.4
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e6.9
|
2.1
|
0.04
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0.00
|
0.00
|
20
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|
0.00
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4.6
|
e0.09
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e0.83
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e0.37
|
e4.4
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e5.8
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0.91
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0.00
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0.00
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0.00
|
649
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0.00
|
12
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e0.06
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e1.0
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0.19
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e6.1
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5.6
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0.36
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0.00
|
0.00
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0.00
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1,810
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|
0.00
|
8.5
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0.02
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e0.94
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e0.14
|
e11
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5.7
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0.19
|
0.00
|
0.00
|
0.00
|
83
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|
0.00
|
3.6
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0.00
|
e0.63
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0.00
|
23
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17
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0.05
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0.00
|
0.00
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6.5
|
33
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|
0.00
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2.3
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0.00
|
e0.63
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1.3
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40
|
44
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0.02
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0.00
|
0.00
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2.1
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19
|
|
0.00
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1.8
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0.00
|
e0.72
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18
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43
|
33
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0.05
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0.00
|
0.00
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0.17
|
14
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|
0.00
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1.3
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0.00
|
e0.82
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14
|
32
|
40
|
0.00
|
0.00
|
0.00
|
48
|
10
|
|
0.00
|
1.00
|
0.00
|
e0.84
|
6.7
|
26
|
33
|
0.91
|
0.00
|
0.00
|
6.9
|
7.1
|
|
0.00
|
0.32
|
0.00
|
e0.64
|
4.7
|
34
|
19
|
5.8
|
0.00
|
0.00
|
16
|
5.4
|
|
0.00
|
0.23
|
0.22
|
e0.70
|
4.2
|
41
|
13
|
3.1
|
0.00
|
0.00
|
2.1
|
6.4
|
|
0.00
|
0.03
|
0.02
|
e0.70
|
3.9
|
27
|
15
|
4.5
|
0.00
|
0.00
|
1.2
|
9.4
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|
0.00
|
0.07
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0.00
|
0.44
|
4.7
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22
|
7.9
|
1.7
|
0.00
|
0.00
|
0.59
|
10
|
|
0.00
|
e0.11
|
0.00
|
e0.95
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e3.5
|
27
|
5.8
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0.94
|
0.00
|
0.00
|
0.17
|
9.1
|
|
1.3
|
e0.16
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0.00
|
e1.3
|
e3.4
|
28
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3.6
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0.67
|
0.00
|
0.00
|
3.6
|
7.8
|
|
0.54
|
e0.17
|
0.00
|
e1.6
|
e3.3
|
31
|
1.8
|
0.58
|
0.00
|
0.00
|
19
|
7.0
|
|
0.00
|
e0.19
|
0.00
|
e1.6
|
e3.4
|
32
|
1.2
|
0.68
|
0.00
|
0.00
|
61
|
5.2
|
|
0.42
|
e0.14
|
0.00
|
e1.5
|
e3.9
|
23
|
1.0
|
2.6
|
0.00
|
0.00
|
4.3
|
4.2
|
|
1.3
|
0.15
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0.00
|
e1.5
|
5.0
|
17
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0.89
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1.8
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0.00
|
0.00
|
13
|
3.1
|
|
15
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0.06
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0.00
|
1.6
|
6.2
|
e15
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1.4
|
1.1
|
0.00
|
0.00
|
0.99
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2.4
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|
9.0
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0.00
|
0.00
|
e1.4
|
6.4
|
e11
|
21
|
0.61
|
0.00
|
0.00
|
2.0
|
1.5
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|
8.5
|
0.00
|
0.00
|
e1.4
|
---
|
e9.4
|
32
|
0.16
|
0.00
|
0.00
|
15
|
0.98
|
|
1.3
|
e0.13
|
0.00
|
e1.4
|
---
|
e3.7
|
27
|
0.02
|
0.00
|
0.00
|
43
|
0.50
|
|
0.49
|
---
|
0.00
|
e1.4
|
---
|
e3.7
|
---
|
0.17
|
---
|
0.00
|
38
|
---
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|
60.60
|
42.01
|
0.73
|
24.63
|
98.75
|
545.5
|
409.29
|
55.22
|
11.83
|
0.00
|
340.01
|
2,781.68
|
|
1.95
|
1.40
|
0.024
|
0.79
|
3.53
|
17.6
|
13.6
|
1.78
|
0.39
|
0.000
|
11.0
|
92.7
|
|
15
|
12
|
0.22
|
1.6
|
18
|
43
|
44
|
5.8
|
3.5
|
0.00
|
61
|
1,810
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
3.4
|
0.89
|
0.00
|
0.00
|
0.00
|
0.00
|
0.50
|
|
120
|
83
|
1.4
|
49
|
196
|
1,080
|
812
|
110
|
23
|
0.00
|
674
|
5,520
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1921 - 2003, BY WATER YEAR (WY)
|
|
26.6
|
19.4
|
14.0
|
13.2
|
24.8
|
56.9
|
121
|
172
|
81.9
|
28.5
|
28.3
|
27.0
|
|
459
|
113
|
45.5
|
45.6
|
92.1
|
198
|
330
|
642
|
395
|
185
|
364
|
137
|
|
(1942)
|
(1987)
|
(1942)
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(1942)
|
(1993)
|
(1993)
|
(1980)
|
(1922)
|
(1957)
|
(1921)
|
(1921)
|
(1970)
|
|
0.11
|
1.00
|
0.024
|
0.31
|
3.53
|
5.26
|
0.15
|
0.000
|
0.000
|
0.000
|
0.000
|
0.000
|
|
(1978)
|
(1935)
|
(2003)
|
(1960)
|
(2003)
|
(1977)
|
(1977)
|
(1959)
|
(1951)
|
(1939)
|
(1922)
|
(1922)
|
a No flow at times in most years.
b Based on slope-area measurement of peak flow.
c Present site and datum, from rating curve extended above 200 ft 3/s, on basis of slope-area measurement of peak flow.
f Maximum gage height, 9.09 ft, Sept. 10, 2003.
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