LOCATION.--Lat 39°46'44", long 105°55'40", in sec.20, T.3 S., R.76 W., Grand County, Hydrologic Unit 14010001, on right bank 700 ft downstream from Steelman Creek and 6.5 mi southeast of Leal.
DRAINAGE AREA.--16.3 mi2.
PERIOD OF RECORD.--July 1933 to September 1941, published as Williams River below Steelman Creek. October 1965 to current year. Monthly discharge only for some periods, published in WSP 1313. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09035500
REVISED RECORDS.--WSP 1313: 1937(M).
GAGE.--Water-stage recorder. Elevation of gage is 9,800 ft above NGVD of 1929, from topographic map. Prior to July 21, 1933, nonrecording gage, and
July 21, 1933 to Sept. 30, 1941, water-stage recorder at site 600 ft upstream at different datum.
REMARKS.--Records good except for estimated daily discharges, which are poor. Transmountain diversions upstream from station through August P. Gumlick Tunnel (station 09035000) since May 10, 1940. 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
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0.82
|
e0.65
|
e0.87
|
e0.56
|
e0.50
|
e0.73
|
e0.70
|
7.5
|
333
|
110
|
1.7
|
1.4
|
|
1.9
|
e0.65
|
e0.91
|
e0.56
|
e0.57
|
e0.70
|
e1.0
|
6.8
|
251
|
106
|
1.6
|
1.2
|
|
1.2
|
e0.65
|
e0.76
|
e0.56
|
e0.57
|
e0.68
|
e1.4
|
6.5
|
219
|
102
|
2.1
|
1.3
|
|
2.4
|
e0.66
|
e0.71
|
e0.62
|
e0.52
|
e0.69
|
e1.7
|
6.5
|
200
|
97
|
2.1
|
1.4
|
|
1.2
|
e0.67
|
e0.58
|
e0.61
|
e0.53
|
e0.69
|
e1.8
|
6.3
|
173
|
91
|
1.6
|
1.2
|
|
1.1
|
e0.68
|
e0.63
|
e0.54
|
e0.53
|
e0.73
|
e1.9
|
6.1
|
143
|
70
|
1.5
|
1.5
|
|
2.9
|
e0.71
|
e0.59
|
e0.46
|
e0.50
|
e0.75
|
e1.9
|
6.0
|
126
|
35
|
1.5
|
1.8
|
|
2.2
|
e0.72
|
e0.51
|
e0.48
|
e0.49
|
e0.86
|
e1.8
|
6.0
|
120
|
5.3
|
1.5
|
1.6
|
|
2.5
|
e0.72
|
e0.51
|
e0.51
|
e0.49
|
e0.90
|
e1.8
|
5.8
|
140
|
4.6
|
1.4
|
3.4
|
|
0.94
|
e0.72
|
e0.51
|
e0.51
|
e0.44
|
e0.90
|
e1.8
|
6.1
|
168
|
16
|
1.9
|
11
|
|
2.3
|
e0.73
|
e0.51
|
e0.44
|
e0.44
|
e0.91
|
e2.5
|
5.8
|
181
|
3.9
|
1.3
|
2.1
|
|
0.92
|
e0.73
|
e0.52
|
e0.44
|
e0.44
|
e0.92
|
e3.4
|
6.6
|
184
|
3.5
|
1.2
|
1.9
|
|
0.84
|
e0.70
|
e0.61
|
e0.44
|
e0.66
|
e0.92
|
e4.3
|
10
|
172
|
3.3
|
1.2
|
1.7
|
|
2.6
|
e0.67
|
e0.73
|
e0.44
|
e0.67
|
e0.93
|
e5.1
|
14
|
183
|
16
|
1.1
|
1.6
|
|
2.0
|
e0.64
|
e0.78
|
e0.44
|
e0.66
|
e0.94
|
e5.7
|
21
|
195
|
4.0
|
1.0
|
1.5
|
|
0.81
|
e0.64
|
e0.79
|
e0.44
|
e0.80
|
e0.86
|
e5.0
|
30
|
193
|
3.7
|
3.2
|
1.4
|
|
0.76
|
e0.74
|
e0.80
|
e0.44
|
e0.83
|
e0.79
|
e4.5
|
53
|
188
|
9.3
|
3.1
|
1.4
|
|
0.73
|
e0.86
|
e0.73
|
e0.44
|
e0.83
|
e0.74
|
e4.3
|
70
|
195
|
3.0
|
4.0
|
1.4
|
|
0.65
|
e0.86
|
e0.70
|
e0.44
|
e0.84
|
e0.69
|
e4.1
|
64
|
198
|
2.9
|
1.9
|
1.4
|
|
0.56
|
e0.84
|
e0.59
|
e0.44
|
e0.82
|
e0.73
|
e3.7
|
58
|
189
|
2.9
|
1.5
|
1.3
|
|
0.64
|
e0.79
|
e0.52
|
e0.44
|
e0.80
|
e0.75
|
e3.8
|
74
|
177
|
14
|
1.3
|
1.3
|
|
e0.72
|
e0.79
|
e0.47
|
e0.44
|
e0.77
|
e0.78
|
e3.9
|
98
|
168
|
2.6
|
1.3
|
1.3
|
|
e0.77
|
e0.79
|
e0.45
|
e0.44
|
e0.75
|
e0.78
|
e3.6
|
121
|
166
|
2.3
|
1.7
|
1.2
|
|
e0.75
|
e0.67
|
e0.44
|
e0.49
|
e0.72
|
e0.90
|
e2.5
|
134
|
152
|
12
|
1.8
|
1.2
|
|
e0.68
|
e0.58
|
e0.45
|
e0.49
|
e0.70
|
e0.93
|
e3.6
|
147
|
135
|
2.2
|
2.0
|
1.5
|
|
e0.65
|
e0.56
|
e0.45
|
e0.42
|
e0.69
|
e0.93
|
e4.7
|
153
|
124
|
2.3
|
1.7
|
1.6
|
|
e0.64
|
e0.56
|
e0.49
|
e0.39
|
e0.68
|
e0.79
|
e6.2
|
186
|
121
|
2.2
|
1.4
|
1.2
|
|
e0.62
|
e0.74
|
e0.56
|
e0.35
|
e0.68
|
e0.57
|
e6.8
|
224
|
120
|
14
|
1.3
|
1.4
|
|
e0.62
|
e0.72
|
e0.57
|
e0.35
|
---
|
e0.56
|
7.1
|
262
|
118
|
2.0
|
1.3
|
2.7
|
|
e0.63
|
e0.78
|
e0.59
|
e0.35
|
---
|
e0.55
|
7.6
|
265
|
113
|
1.8
|
1.8
|
11
|
|
e0.64
|
---
|
e0.59
|
e0.51
|
---
|
e0.57
|
---
|
303
|
---
|
1.8
|
1.7
|
---
|
|
36.69
|
21.22
|
18.92
|
14.48
|
17.92
|
24.17
|
108.20
|
2,363.0
|
5,145
|
746.6
|
53.7
|
65.9
|
|
1.18
|
0.71
|
0.61
|
0.47
|
0.64
|
0.78
|
3.61
|
76.2
|
172
|
24.1
|
1.73
|
2.20
|
|
2.9
|
0.86
|
0.91
|
0.62
|
0.84
|
0.94
|
7.6
|
303
|
333
|
110
|
4.0
|
11
|
|
0.56
|
0.56
|
0.44
|
0.35
|
0.44
|
0.55
|
0.70
|
5.8
|
113
|
1.8
|
1.0
|
1.2
|
|
73
|
42
|
38
|
29
|
36
|
48
|
215
|
4,690
|
10,210
|
1,480
|
107
|
131
|
|
294
|
222
|
167
|
169
|
115
|
109
|
40
|
0
|
0
|
2,388
|
1,035
|
978
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1934 - 2003, BY WATER YEAR (WY)
|
|
5.37
|
3.51
|
2.44
|
2.05
|
1.95
|
2.02
|
3.80
|
32.9
|
116
|
55.7
|
11.7
|
6.84
|
|
16.3
|
8.07
|
4.85
|
4.30
|
4.02
|
4.99
|
10.6
|
89.2
|
213
|
200
|
44.5
|
18.4
|
|
(1985)
|
(1938)
|
(1996)
|
(1939)
|
(1999)
|
(1999)
|
(1992)
|
(1936)
|
(1938)
|
(1995)
|
(1983)
|
(1984)
|
|
0.98
|
0.58
|
0.39
|
0.31
|
0.30
|
0.35
|
0.61
|
5.45
|
5.83
|
1.07
|
0.67
|
0.68
|
|
(1967)
|
(1987)
|
(1987)
|
(1978)
|
(1978)
|
(1987)
|
(1973)
|
(1991)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
a Diversions in acre-feet, through August P. Gumlick Tunnel, provided by Denver Water Board.
b Does not include diversions through August P. Gumlick Tunnel.
c Includes diversions to August P. Gumlick Tunnel.
d From rating curve extended above 250 ft 3/s.
f Maximum gage height, 6.96 ft, May 15, 1984, backwater from ice.
|