LOCATION.--Lat 39°38'54", long 106°19'21", in NE14SE14 of sec.3, T.5 S., R.80 W., Eagle County, Hydrologic Unit 14010003, on right bank, downstream side of old Highway 6 bridge pier, 100 ft upstream from frontage road to I-70, 0.2 mi upstream from mouth, 3.0 mi northeast of Vail, and 7.0 mi northeast of Minturn.
DRAINAGE AREA.--6.02 mi2.
PERIOD OF RECORD.--October 1964 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09066200
REVISED RECORDS.--WDR CO-89-2: Drainage area.
GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 8,325 ft above NGVD of 1929, from topographic map. Prior to June 4, 1984, gage at site 1,000 ft upstream at different datum (gage destroyed by rock slide).
REMARKS.--Records fair except for estimated daily discharges, which are poor. No diversion or regulation 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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|
|
|
|
|
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3.0
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2.3
|
e1.6
|
e1.2
|
e1.1
|
e1.0
|
e2.3
|
11
|
e215
|
33
|
4.6
|
4.2
|
|
3.0
|
2.2
|
e1.6
|
e1.2
|
e1.1
|
e1.0
|
e2.6
|
9.6
|
e144
|
32
|
4.1
|
3.6
|
|
3.5
|
2.1
|
e1.5
|
e1.2
|
e1.1
|
e1.0
|
e2.8
|
8.8
|
e87
|
30
|
4.0
|
3.2
|
|
3.4
|
2.2
|
e1.5
|
e1.2
|
e1.1
|
e1.0
|
e2.5
|
9.2
|
70
|
28
|
4.4
|
3.1
|
|
3.5
|
2.0
|
e1.5
|
e1.2
|
e1.0
|
e1.0
|
e2.4
|
8.5
|
66
|
26
|
3.8
|
3.0
|
|
3.7
|
2.0
|
e1.5
|
e1.2
|
e1.0
|
e1.0
|
e2.4
|
7.6
|
57
|
22
|
3.4
|
3.7
|
|
4.5
|
2.1
|
e1.4
|
e1.2
|
e1.0
|
e1.0
|
e2.2
|
7.1
|
49
|
19
|
3.3
|
4.8
|
|
4.8
|
2.1
|
e1.4
|
e1.2
|
e1.00
|
e1.1
|
e1.9
|
6.9
|
49
|
17
|
3.5
|
4.9
|
|
4.4
|
2.1
|
e1.4
|
e1.2
|
e0.99
|
e1.1
|
e1.7
|
6.5
|
55
|
17
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3.2
|
9.4
|
|
4.0
|
e2.1
|
e1.4
|
e1.2
|
e0.98
|
e1.1
|
e2.2
|
6.4
|
60
|
15
|
3.0
|
9.6
|
|
3.6
|
e2.1
|
e1.4
|
e1.2
|
e0.98
|
e1.2
|
e3.0
|
6.0
|
63
|
13
|
2.8
|
11
|
|
3.1
|
e2.0
|
e1.3
|
e1.2
|
e0.96
|
e1.2
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e3.7
|
6.8
|
58
|
12
|
2.7
|
14
|
|
2.7
|
e2.0
|
e1.3
|
e1.2
|
e0.97
|
e1.3
|
e4.8
|
10
|
54
|
11
|
2.5
|
15
|
|
2.5
|
e2.0
|
e1.2
|
e1.2
|
e0.96
|
e1.6
|
e8.8
|
16
|
57
|
11
|
2.3
|
11
|
|
2.3
|
e2.0
|
e1.2
|
e1.2
|
e0.96
|
e2.0
|
e12
|
26
|
59
|
11
|
2.1
|
9.1
|
|
2.1
|
e2.0
|
e1.2
|
e1.2
|
e0.97
|
e2.2
|
e10
|
33
|
61
|
10
|
3.0
|
7.8
|
|
2.0
|
e1.9
|
e1.2
|
e1.2
|
e0.97
|
e2.1
|
9.2
|
45
|
59
|
9.5
|
7.2
|
6.7
|
|
1.9
|
e1.9
|
e1.2
|
e1.2
|
e0.98
|
e1.9
|
7.9
|
47
|
57
|
9.9
|
11
|
6.2
|
|
1.8
|
e1.9
|
e1.2
|
e1.2
|
e0.98
|
e1.6
|
6.7
|
43
|
57
|
9.4
|
6.3
|
e5.7
|
|
1.7
|
e1.9
|
e1.2
|
e1.2
|
e0.98
|
e1.5
|
5.8
|
43
|
57
|
8.3
|
5.0
|
5.2
|
|
1.6
|
e1.9
|
e1.2
|
e1.2
|
e0.98
|
e1.4
|
5.5
|
e48
|
53
|
7.7
|
4.2
|
4.8
|
|
1.6
|
e1.8
|
e1.2
|
e1.2
|
e0.99
|
e1.4
|
5.9
|
e58
|
52
|
7.1
|
3.9
|
4.2
|
|
1.9
|
e1.8
|
e1.2
|
e1.2
|
e0.99
|
e1.6
|
6.9
|
e68
|
49
|
6.4
|
4.1
|
3.7
|
|
1.8
|
e1.8
|
e1.2
|
e1.2
|
e0.99
|
e1.9
|
13
|
e80
|
44
|
6.0
|
5.0
|
3.3
|
|
1.7
|
e1.8
|
e1.2
|
e1.1
|
e0.99
|
e1.6
|
6.2
|
e84
|
39
|
5.8
|
7.1
|
2.9
|
|
1.7
|
e1.7
|
e1.2
|
e1.1
|
e0.99
|
e1.6
|
8.0
|
e85
|
37
|
6.1
|
5.4
|
2.7
|
|
1.9
|
e1.7
|
e1.2
|
e1.1
|
e0.99
|
e1.5
|
10
|
e87
|
38
|
6.1
|
4.8
|
2.6
|
|
1.9
|
e1.7
|
e1.2
|
e1.1
|
e1.0
|
e1.3
|
12
|
e101
|
39
|
5.6
|
4.9
|
2.4
|
|
1.7
|
e1.6
|
e1.2
|
e1.1
|
---
|
e1.1
|
13
|
e119
|
38
|
5.8
|
4.1
|
2.3
|
|
1.8
|
e1.6
|
e1.2
|
e1.1
|
---
|
e1.4
|
13
|
e131
|
35
|
5.4
|
4.6
|
2.2
|
|
2.0
|
---
|
e1.2
|
e1.1
|
---
|
e1.9
|
---
|
e132
|
---
|
5.0
|
5.1
|
---
|
|
81.1
|
58.3
|
40.4
|
36.5
|
28.00
|
43.6
|
188.4
|
1,350.4
|
1,858
|
411.1
|
135.4
|
172.3
|
|
2.62
|
1.94
|
1.30
|
1.18
|
1.00
|
1.41
|
6.28
|
43.6
|
61.9
|
13.3
|
4.37
|
5.74
|
|
4.8
|
2.3
|
1.6
|
1.2
|
1.1
|
2.2
|
13
|
132
|
215
|
33
|
11
|
15
|
|
1.6
|
1.6
|
1.2
|
1.1
|
0.96
|
1.0
|
1.7
|
6.0
|
35
|
5.0
|
2.1
|
2.2
|
|
161
|
116
|
80
|
72
|
56
|
86
|
374
|
2,680
|
3,690
|
815
|
269
|
342
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1965 - 2003, BY WATER YEAR (WY)
|
|
2.83
|
1.97
|
1.25
|
1.00
|
0.95
|
1.36
|
5.65
|
32.6
|
62.8
|
23.8
|
5.63
|
3.03
|
|
8.30
|
7.17
|
3.54
|
2.48
|
2.97
|
5.72
|
14.2
|
58.0
|
123
|
70.4
|
14.4
|
7.29
|
|
(1985)
|
(1985)
|
(1985)
|
(1985)
|
(1985)
|
(1986)
|
(1986)
|
(2001)
|
(1982)
|
(1983)
|
(1984)
|
(1984)
|
|
0.88
|
0.64
|
0.67
|
0.37
|
0.39
|
0.41
|
1.39
|
10.0
|
16.8
|
2.03
|
1.07
|
0.97
|
|
(1975)
|
(2000)
|
(1975)
|
(1977)
|
(1981)
|
(1981)
|
(1973)
|
(1995)
|
(2002)
|
(2002)
|
(2002)
|
(1974)
|
b Maximum gage height, 4.62 ft, Jun 18, 1983, backwater from debris.
c Site and datum then in use.
|