LOCATION.--Lat 39°24'37", long 106°14'57", in NW14SW14 sec.29, T.7 S., R.79 W., Eagle County, Hydrologic Unit 14010003, on right bank 0.9 mi upstream from Sheep Gulch, and 4.5 mi northwest of Climax.
DRAINAGE AREA.--7.78 mi2.
PERIOD OF RECORD.--June 2002 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09061600
GAGE.--Water-stage recorder with satellite telemetry and crest-stage gage. Elevation of gage is 10,000 ft above NGVD of 1929, from topographic map.
REMARKS.--Records good except for discharges above 45 ft3/s, which are fair, and estimated daily discharges and the period June 13-27, which are poor. Transbasin diversion upstream from station from Robinson Reservoir, (capacity 2,520 acre-ft) to Tenmile Creek for mining development. 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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0.94
|
1.1
|
e0.52
|
e0.47
|
e3.9
|
e0.47
|
e0.37
|
2.5
|
48
|
8.9
|
1.9
|
1.1
|
|
1.1
|
e0.99
|
e0.52
|
e0.47
|
e4.0
|
e0.47
|
e0.38
|
2.3
|
44
|
8.2
|
1.8
|
0.96
|
|
1.5
|
e0.96
|
e0.51
|
e2.6
|
e3.7
|
e0.99
|
e0.38
|
2.4
|
50
|
7.6
|
1.9
|
0.95
|
|
1.2
|
0.95
|
e0.50
|
e3.9
|
e3.7
|
e0.94
|
e0.38
|
2.7
|
47
|
7.1
|
2.0
|
0.94
|
|
1.2
|
0.95
|
e0.49
|
e4.8
|
e3.4
|
e0.67
|
e0.38
|
2.5
|
45
|
6.6
|
1.8
|
0.93
|
|
1.2
|
0.93
|
e0.49
|
e3.7
|
e3.6
|
e2.5
|
e0.37
|
2.5
|
39
|
6.1
|
1.6
|
1.4
|
|
1.2
|
e0.86
|
e0.49
|
e4.1
|
e3.8
|
e0.91
|
e0.36
|
2.5
|
42
|
5.6
|
1.5
|
1.7
|
|
1.0
|
e0.72
|
e0.49
|
e4.1
|
e3.9
|
e0.79
|
e0.36
|
2.6
|
31
|
5.1
|
1.9
|
1.5
|
|
2.3
|
e0.69
|
e0.47
|
e3.8
|
e3.7
|
e0.76
|
0.75
|
2.6
|
27
|
4.6
|
2.0
|
2.2
|
|
4.7
|
e0.71
|
e0.47
|
e3.5
|
e4.1
|
e1.2
|
0.98
|
2.6
|
29
|
4.2
|
1.8
|
2.1
|
|
1.7
|
e0.68
|
e0.47
|
e0.97
|
e3.8
|
e1.3
|
1.2
|
2.7
|
31
|
3.9
|
1.6
|
1.9
|
|
1.5
|
e0.60
|
e0.48
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e0.48
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e3.7
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e0.43
|
1.2
|
3.2
|
30
|
3.6
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1.7
|
1.5
|
|
1.2
|
e0.61
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e0.48
|
e0.48
|
e3.7
|
e0.41
|
1.4
|
4.4
|
33
|
3.4
|
1.6
|
1.3
|
|
1.2
|
e0.59
|
e0.48
|
e0.47
|
e3.6
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e0.41
|
1.8
|
5.4
|
32
|
3.2
|
1.4
|
1.1
|
|
1.1
|
e0.59
|
e0.75
|
e0.47
|
e3.8
|
e0.41
|
1.8
|
6.7
|
26
|
3.7
|
1.3
|
1.0
|
|
1.1
|
e0.59
|
e2.8
|
e0.47
|
e3.7
|
e0.39
|
1.5
|
9.1
|
22
|
3.8
|
1.4
|
0.94
|
|
1.0
|
e0.59
|
e3.6
|
e0.47
|
e2.8
|
e0.39
|
1.4
|
12
|
21
|
3.4
|
1.9
|
0.88
|
|
0.96
|
e0.58
|
e0.77
|
e0.47
|
e1.9
|
e0.40
|
1.4
|
13
|
21
|
3.3
|
2.7
|
0.97
|
|
0.90
|
e0.57
|
e0.48
|
e0.47
|
e0.47
|
e0.39
|
1.3
|
13
|
19
|
3.1
|
1.9
|
0.99
|
|
0.89
|
e0.56
|
e0.48
|
e0.47
|
e0.47
|
e0.38
|
1.2
|
13
|
19
|
2.8
|
1.2
|
1.0
|
|
0.87
|
e0.56
|
e0.48
|
e0.47
|
e0.47
|
e0.38
|
1.2
|
15
|
16
|
2.7
|
1.1
|
0.96
|
|
0.91
|
e0.56
|
e0.47
|
e0.47
|
e0.47
|
e0.38
|
1.2
|
19
|
15
|
2.5
|
1.2
|
0.90
|
|
1.1
|
e0.56
|
e0.47
|
e0.47
|
e0.47
|
e0.39
|
1.2
|
21
|
17
|
2.3
|
1.5
|
0.87
|
|
1.1
|
e0.56
|
e0.47
|
e0.47
|
e0.47
|
e0.39
|
1.3
|
22
|
16
|
2.2
|
1.6
|
0.84
|
|
1.1
|
e0.56
|
e0.47
|
e0.47
|
e0.47
|
e0.39
|
1.5
|
24
|
14
|
2.2
|
1.6
|
0.80
|
|
1.0
|
e0.56
|
e0.47
|
e0.47
|
e0.47
|
e0.38
|
2.3
|
28
|
13
|
2.1
|
1.5
|
0.77
|
|
1.1
|
e0.55
|
e0.47
|
e1.2
|
e0.87
|
e0.37
|
2.6
|
37
|
12
|
2.9
|
1.3
|
0.73
|
|
1.1
|
e0.54
|
e0.47
|
e0.47
|
e0.78
|
e0.37
|
2.7
|
44
|
11
|
3.2
|
1.3
|
0.70
|
|
1.1
|
e0.54
|
e0.47
|
e1.0
|
---
|
e0.36
|
2.9
|
55
|
10
|
2.9
|
1.2
|
0.69
|
|
1.1
|
e0.53
|
e0.47
|
e4.0
|
---
|
e0.35
|
2.8
|
48
|
9.6
|
2.3
|
1.4
|
0.65
|
|
1.1
|
---
|
e0.47
|
e3.9
|
---
|
e0.35
|
---
|
48
|
---
|
2.0
|
1.3
|
---
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|
39.47
|
20.34
|
20.92
|
50.05
|
70.21
|
18.72
|
38.61
|
468.7
|
789.6
|
125.5
|
49.9
|
33.27
|
|
1.27
|
0.68
|
0.67
|
1.61
|
2.51
|
0.60
|
1.29
|
15.1
|
26.3
|
4.05
|
1.61
|
1.11
|
|
4.7
|
1.1
|
3.6
|
4.8
|
4.1
|
2.5
|
2.9
|
55
|
50
|
8.9
|
2.7
|
2.2
|
|
0.87
|
0.53
|
0.47
|
0.47
|
0.47
|
0.35
|
0.36
|
2.3
|
9.6
|
2.0
|
1.1
|
0.65
|
|
78
|
40
|
41
|
99
|
139
|
37
|
77
|
930
|
1,570
|
249
|
99
|
66
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 2002 - 2003, BY WATER YEAR (WY)
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1.27
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0.68
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0.67
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1.61
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2.51
|
0.60
|
1.29
|
15.1
|
26.3
|
3.04
|
1.09
|
0.89
|
|
1.27
|
0.68
|
0.67
|
1.61
|
2.51
|
0.60
|
1.29
|
15.1
|
26.3
|
4.05
|
1.61
|
1.11
|
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
|
1.27
|
0.68
|
0.67
|
1.61
|
2.51
|
0.60
|
1.29
|
15.1
|
26.3
|
2.03
|
0.56
|
0.66
|
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2002)
|
(2002)
|
(2002)
|
a Also occurred Sep 6, 2002.
b Maximum gage height, 2.85 ft, Feb 7, 2003, backwater from ice.
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