LOCATION.--Lat 40°30'53", long 106°57'12", in NW14NW14 sec.5, T.6 N., R.85 W., Routt County, Hydrologic Unit 14050001, on left bank 30 ft downstream from bridge on County Road 44, 2.5 mi upstream from mouth, and 3.2 mi east of Milner.
DRAINAGE AREA.--460 mi2.
PERIOD OF RECORD.--May 1904 to September 1927 (published as "near Trull"). April 1990 to current year. Records for 1910-27 furnished by State Engineer of Colorado. 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=09242500
REVISED RECORDS.--WDR CO-98-2:1997 (M). WDR CO-00-2: Drainage area.
GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 6,590 ft above NGVD of 1929, from topographic map. May 1904 to Sept. 1909, nonrecording gage, at different datum, Oct. 1910 to Sept. 1927, water-stage recorder at different datum.
REMARKS.--Records good except for estimated daily discharges, which are poor. During high flows, channel overflow may occur and cause some streamflow to bypass gage. Diversions upstream from station for irrigation of about 6,500 acres upstream from and about 1,000 acres downstream from station. Natural flow of stream affected by storage in Lester Creek Reservoir (known also as Pearl lake), capacity, 5,660 acre-ft, since 1963, and Steamboat lake, capacity, 23,060 acre-ft, since 1968. 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
|
|
|
|
|
|
|
|
|
|
|
|
|
|
85
|
91
|
e104
|
e52
|
e76
|
e71
|
252
|
1,090
|
4,960
|
933
|
136
|
68
|
|
80
|
96
|
e103
|
e54
|
e79
|
e71
|
377
|
923
|
4,410
|
880
|
124
|
62
|
|
124
|
81
|
101
|
e54
|
e77
|
e72
|
360
|
963
|
3,730
|
769
|
125
|
57
|
|
137
|
72
|
90
|
e50
|
e76
|
e71
|
240
|
1,030
|
3,150
|
669
|
131
|
56
|
|
121
|
91
|
82
|
e53
|
e77
|
e71
|
219
|
987
|
2,710
|
616
|
129
|
56
|
|
115
|
83
|
84
|
e53
|
e72
|
e70
|
218
|
830
|
2,350
|
552
|
116
|
55
|
|
112
|
81
|
e92
|
e50
|
e68
|
e70
|
194
|
814
|
2,090
|
498
|
107
|
66
|
|
120
|
94
|
91
|
e48
|
e77
|
e76
|
180
|
839
|
1,960
|
455
|
107
|
77
|
|
125
|
102
|
91
|
e49
|
e75
|
e75
|
225
|
830
|
2,220
|
416
|
114
|
71
|
|
115
|
98
|
e85
|
e52
|
e70
|
e83
|
324
|
798
|
2,420
|
367
|
127
|
83
|
|
112
|
97
|
e81
|
e58
|
e72
|
e86
|
448
|
731
|
3,050
|
330
|
123
|
139
|
|
104
|
94
|
e75
|
e58
|
e71
|
e99
|
548
|
716
|
2,680
|
306
|
122
|
120
|
|
93
|
97
|
e75
|
e57
|
e75
|
e108
|
641
|
951
|
2,170
|
280
|
124
|
98
|
|
90
|
95
|
e68
|
e57
|
e80
|
e114
|
852
|
1,170
|
2,170
|
264
|
126
|
83
|
|
92
|
91
|
e75
|
e56
|
e78
|
e126
|
1,000
|
1,640
|
2,270
|
255
|
116
|
73
|
|
88
|
83
|
e69
|
e53
|
e72
|
e132
|
795
|
1,960
|
2,290
|
244
|
111
|
60
|
|
86
|
86
|
e72
|
e54
|
e72
|
e134
|
724
|
2,560
|
1,910
|
234
|
120
|
53
|
|
83
|
92
|
e61
|
e55
|
e69
|
e142
|
715
|
2,820
|
1,780
|
229
|
169
|
64
|
|
80
|
96
|
e52
|
e53
|
e72
|
e158
|
609
|
2,550
|
1,860
|
252
|
175
|
82
|
|
78
|
89
|
e50
|
e56
|
e72
|
122
|
576
|
2,430
|
1,890
|
263
|
137
|
79
|
|
77
|
90
|
e54
|
e58
|
e77
|
128
|
658
|
2,540
|
1,690
|
276
|
108
|
80
|
|
76
|
86
|
e51
|
e61
|
e72
|
131
|
768
|
2,740
|
1,550
|
227
|
106
|
72
|
|
86
|
88
|
e47
|
e60
|
e74
|
148
|
864
|
3,010
|
1,580
|
198
|
127
|
69
|
|
90
|
94
|
e51
|
e61
|
e78
|
227
|
746
|
3,600
|
1,470
|
184
|
129
|
65
|
|
93
|
85
|
e49
|
e67
|
e77
|
200
|
892
|
3,900
|
1,250
|
174
|
146
|
61
|
|
90
|
63
|
e50
|
e66
|
e72
|
210
|
1,100
|
3,580
|
1,010
|
170
|
170
|
57
|
|
85
|
78
|
e52
|
e66
|
e74
|
208
|
1,180
|
3,900
|
996
|
165
|
141
|
62
|
|
85
|
e95
|
e47
|
e66
|
e74
|
169
|
1,240
|
4,340
|
1,060
|
157
|
111
|
62
|
|
89
|
e102
|
e47
|
e70
|
---
|
149
|
1,330
|
4,640
|
1,060
|
165
|
106
|
62
|
|
88
|
e104
|
e49
|
e75
|
---
|
155
|
1,320
|
4,640
|
977
|
165
|
97
|
63
|
|
85
|
---
|
e43
|
e76
|
---
|
160
|
---
|
4,540
|
---
|
141
|
85
|
---
|
|
2,984
|
2,694
|
2,141
|
1,798
|
2,078
|
3,836
|
19,595
|
68,062
|
64,713
|
10,834
|
3,865
|
2,155
|
|
96.3
|
89.8
|
69.1
|
58.0
|
74.2
|
124
|
653
|
2,196
|
2,157
|
349
|
125
|
71.8
|
|
137
|
104
|
104
|
76
|
80
|
227
|
1,330
|
4,640
|
4,960
|
933
|
175
|
139
|
|
76
|
63
|
43
|
48
|
68
|
70
|
180
|
716
|
977
|
141
|
85
|
53
|
|
5,920
|
5,340
|
4,250
|
3,570
|
4,120
|
7,610
|
38,870
|
135,000
|
128,400
|
21,490
|
7,670
|
4,270
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1905 - 2003, BY WATER YEAR (WY)
|
|
141
|
110
|
91.6
|
87.0
|
90.0
|
167
|
727
|
2,096
|
2,165
|
659
|
164
|
112
|
|
424
|
234
|
154
|
135
|
145
|
320
|
1,214
|
3,977
|
3,824
|
1,940
|
445
|
518
|
|
(1919)
|
(1919)
|
(1998)
|
(1998)
|
(1921)
|
(1916)
|
(1919)
|
(1920)
|
(1917)
|
(1917)
|
(1912)
|
(1997)
|
|
58.9
|
58.0
|
48.8
|
51.5
|
45.9
|
52.0
|
377
|
940
|
749
|
88.2
|
30.3
|
33.1
|
|
(1993)
|
(1991)
|
(1993)
|
(1992)
|
(1991)
|
(1991)
|
(1995)
|
(1990)
|
(2002)
|
(2002)
|
(2002)
|
(1994)
|
a Peak discharge includes 370 ft 3/s overflow that bypassed the main channel.
b Gage height reflects the discharge flowing in the main channel (5,370 ft 3/s).
|