LOCATION.--Lat 39°38'24", long 106°17'34", in N12 sec.12, T.5 S., R.80 W., Eagle County, Hydrologic Unit 14010003, on left bank 0.3 mi upstream from U.S. Highway 6, 0.4 mi upstream from mouth, 4.5 mi east of Vail, and 8.5 mi northeast of Minturn.
DRAINAGE AREA.--4.54 mi2.
PERIOD OF RECORD.--October 1963 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09066100
REVISED RECORDS.--WDR CO-88-2: Drainage area.
GAGE.--Water-stage recorder and concrete control. Elevation of gage is 8,625 ft above NGVD of 1929, from topographic map.
REMARKS.--Records fair except for estimated daily discharges, which are poor. No regulation or diversion upstream from station. 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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e3.1
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e1.5
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e1.5
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e1.2
|
e1.2
|
e0.93
|
e4.7
|
8.7
|
171
|
28
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7.0
|
6.4
|
|
e3.1
|
e1.6
|
e1.4
|
e1.2
|
e1.1
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e0.96
|
e5.2
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7.3
|
112
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29
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6.7
|
5.6
|
|
e3.1
|
e1.6
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e1.4
|
e1.2
|
e0.99
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e0.96
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e5.8
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7.2
|
89
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27
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6.9
|
5.2
|
|
e3.1
|
e1.6
|
e1.4
|
e1.2
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e0.90
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e0.96
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e5.5
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7.6
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71
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25
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7.4
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4.6
|
|
e3.1
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e1.6
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e1.4
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e1.2
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e0.86
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e0.94
|
e5.3
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6.6
|
64
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23
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5.9
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4.3
|
|
e3.1
|
e1.4
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e1.4
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e1.2
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e0.82
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e0.94
|
e5.2
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5.8
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49
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21
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5.4
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5.0
|
|
e3.2
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e1.5
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e1.3
|
e1.2
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e0.74
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e0.96
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e5.0
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5.4
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31
|
20
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5.4
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6.9
|
|
e3.2
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e1.5
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e1.3
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e1.2
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e0.68
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e0.96
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e5.1
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5.0
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31
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18
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5.9
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7.0
|
|
e3.2
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e1.5
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e1.3
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e1.2
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e0.66
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e0.98
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e5.5
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4.7
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44
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18
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4.8
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13
|
|
e3.1
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e1.5
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e1.3
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e1.2
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e0.67
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e0.98
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e6.0
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4.6
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67
|
17
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4.4
|
13
|
|
e3.0
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e1.5
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e1.3
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e1.2
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e0.67
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e0.98
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e6.3
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4.3
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83
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16
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4.3
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15
|
|
e2.9
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e1.5
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e1.3
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e1.2
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e0.69
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e1.2
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e6.7
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5.1
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79
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16
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4.2
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16
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e2.8
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e1.5
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e1.3
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e1.2
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e0.72
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e1.7
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e7.3
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8.2
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59
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15
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4.0
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18
|
|
e2.7
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e1.5
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e1.2
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e1.2
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e0.76
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e1.9
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e9.4
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13
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60
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15
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3.8
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16
|
|
e2.6
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e1.5
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e1.2
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e1.2
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e0.77
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e2.2
|
e10
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20
|
72
|
15
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3.6
|
13
|
|
e2.4
|
e1.5
|
e1.2
|
e1.2
|
e0.79
|
e2.3
|
7.3
|
24
|
69
|
15
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4.7
|
11
|
|
e2.3
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e1.5
|
e1.2
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e1.2
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e0.82
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e2.3
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6.5
|
35
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50
|
15
|
11
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9.0
|
|
e1.9
|
e1.5
|
e1.2
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e1.2
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e0.83
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e2.2
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6.0
|
42
|
53
|
14
|
16
|
8.2
|
|
e2.0
|
e1.5
|
e1.2
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e1.2
|
e0.83
|
e1.9
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4.9
|
41
|
54
|
14
|
13
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7.0
|
|
e1.8
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e1.5
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e1.2
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e1.2
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e0.83
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e1.7
|
4.4
|
39
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63
|
14
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9.2
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6.0
|
|
e1.6
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e1.5
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e1.2
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e1.2
|
e0.86
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e1.7
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4.4
|
42
|
60
|
13
|
7.4
|
5.2
|
|
e1.6
|
e1.5
|
e1.2
|
e1.2
|
e0.87
|
e1.9
|
4.9
|
49
|
64
|
12
|
6.7
|
4.6
|
|
e1.5
|
e1.5
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e1.2
|
e1.2
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e0.89
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e2.4
|
4.9
|
56
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55
|
11
|
6.6
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4.0
|
|
e1.8
|
e1.6
|
e1.2
|
e1.2
|
e0.89
|
e3.3
|
5.5
|
68
|
40
|
10
|
e6.3
|
3.7
|
|
e1.8
|
e1.6
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e1.2
|
e1.2
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e0.89
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e2.9
|
4.2
|
78
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33
|
11
|
e10
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3.4
|
|
e1.8
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e1.6
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e1.2
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e1.2
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e0.89
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e2.4
|
5.2
|
76
|
31
|
13
|
9.7
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3.1
|
|
e1.8
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e1.6
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e1.2
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e1.2
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e0.91
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e2.4
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7.0
|
97
|
32
|
12
|
9.1
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2.9
|
|
e1.5
|
e1.5
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e1.2
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e1.2
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e0.93
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e1.9
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8.6
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140
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32
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9.6
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10
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2.7
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|
e1.5
|
e1.5
|
e1.2
|
e1.2
|
---
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e2.3
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9.7
|
129
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32
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9.6
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8.5
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2.6
|
|
e1.5
|
e1.5
|
e1.2
|
e1.2
|
---
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e3.3
|
10
|
142
|
29
|
8.2
|
8.3
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2.4
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|
e1.5
|
---
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e1.2
|
e1.2
|
---
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e4.0
|
---
|
130
|
---
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7.2
|
8.0
|
---
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|
73.6
|
45.7
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39.2
|
37.2
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23.46
|
56.45
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186.5
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1,301.5
|
1,779
|
491.6
|
224.2
|
224.8
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|
2.37
|
1.52
|
1.26
|
1.20
|
0.84
|
1.82
|
6.22
|
42.0
|
59.3
|
15.9
|
7.23
|
7.49
|
|
3.2
|
1.6
|
1.5
|
1.2
|
1.2
|
4.0
|
10
|
142
|
171
|
29
|
16
|
18
|
|
1.5
|
1.4
|
1.2
|
1.2
|
0.66
|
0.93
|
4.2
|
4.3
|
29
|
7.2
|
3.6
|
2.4
|
|
146
|
91
|
78
|
74
|
47
|
112
|
370
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2,580
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3,530
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975
|
445
|
446
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STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1964 - 2003, BY WATER YEAR (WY)
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|
2.74
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1.69
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1.06
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0.86
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0.83
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1.04
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4.05
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25.0
|
48.5
|
21.6
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7.28
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3.70
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|
8.03
|
4.65
|
2.53
|
2.04
|
2.54
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2.97
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10.0
|
52.5
|
85.2
|
61.2
|
22.6
|
9.94
|
|
(1986)
|
(1985)
|
(1985)
|
(1986)
|
(1986)
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(1986)
|
(1985)
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(1984)
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(1978)
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(1983)
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(1984)
|
(1984)
|
|
1.01
|
0.84
|
0.63
|
0.45
|
0.30
|
0.32
|
0.86
|
8.09
|
16.7
|
3.54
|
2.13
|
1.12
|
|
(1964)
|
(1980)
|
(1977)
|
(1967)
|
(1964)
|
(1981)
|
(1964)
|
(1995)
|
(2002)
|
(2002)
|
(2002)
|
(1975)
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a Also occurred Jan 30, 1970.
b From rating curve extended above 82 ft 3/s.
c Maximum gage height, 4.26 ft, Jun 8, 1985, backwater from debris.
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