LOCATION.--Lat 39°14'23", long 107°58'15", in NE14NE14 sec.34, T.9 S., R.95 W., Mesa County, Hydrologic Unit 14010005, on right bank 15 ft downstream from private bridge, 0.3 mi downstream from Grove Creek, and 0.6 mi west of Collbran.
DRAINAGE AREA.--328 mi2.
PERIOD OF RECORD.--April to September 2003. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09097900
GAGE.--Water-stage recorder with satellite telemetry and crest-stage gage. Elevation of gage is 5,920 ft above NGVD of 1929, from topographic map.
REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by storage reservoirs and diversions for irrigation. 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.
EXTREMES FOR CURRENT YEAR.--Maximum discharge during period April to September, 780 ft3/s, May 22, gage height, 5.27 ft; minimum daily,
5.9 ft3/s, July 8.
Discharge, cubic feet per second
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
|
|
|
|
|
|
|
|
|
|
|
|
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
140
|
274
|
8.9
|
8.0
|
7.4
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
117
|
277
|
9.3
|
8.0
|
6.8
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
126
|
151
|
7.4
|
e9.6
|
6.7
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
184
|
114
|
6.9
|
e9.2
|
6.1
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
183
|
89
|
6.9
|
e8.2
|
6.7
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
164
|
69
|
6.8
|
8.0
|
8.4
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
151
|
58
|
6.4
|
7.9
|
15
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
138
|
50
|
5.9
|
8.4
|
19
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
147
|
42
|
6.1
|
7.8
|
18
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
155
|
39
|
6.6
|
e7.6
|
67
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
135
|
43
|
6.7
|
e8.2
|
45
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
132
|
39
|
7.1
|
e11
|
33
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
169
|
38
|
6.6
|
e14
|
29
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
193
|
33
|
6.5
|
e12
|
26
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
286
|
29
|
6.5
|
e44
|
25
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
343
|
27
|
6.7
|
e23
|
23
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
444
|
24
|
7.7
|
e16
|
22
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
425
|
25
|
8.3
|
e14
|
23
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
399
|
24
|
7.3
|
e10
|
24
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
406
|
31
|
8.1
|
e8.2
|
23
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
422
|
28
|
8.0
|
e8.4
|
23
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
505
|
22
|
7.9
|
e7.8
|
22
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
488
|
20
|
8.2
|
7.0
|
18
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
379
|
19
|
6.6
|
8.6
|
18
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
356
|
17
|
7.0
|
8.6
|
17
|
|
---
|
---
|
---
|
---
|
---
|
---
|
137
|
318
|
14
|
8.8
|
6.9
|
16
|
|
---
|
---
|
---
|
---
|
---
|
---
|
198
|
397
|
12
|
7.2
|
6.9
|
16
|
|
---
|
---
|
---
|
---
|
---
|
---
|
218
|
426
|
11
|
7.8
|
8.7
|
15
|
|
---
|
---
|
---
|
---
|
---
|
---
|
202
|
379
|
9.2
|
7.3
|
7.9
|
15
|
|
---
|
---
|
---
|
---
|
---
|
---
|
166
|
325
|
7.8
|
7.8
|
7.0
|
16
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
241
|
---
|
8.1
|
8.4
|
---
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
8,673
|
1,636.0
|
227.4
|
329.3
|
610.1
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
280
|
54.5
|
7.34
|
10.6
|
20.3
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
505
|
277
|
9.3
|
44
|
67
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
117
|
7.8
|
5.9
|
6.9
|
6.1
|
|
---
|
---
|
---
|
---
|
---
|
---
|
---
|
17,200
|
3,250
|
451
|
653
|
1,210
|