LOCATION.--Lat 40°10'07", long 108°24'02", in NE14SW14 sec.4, T.2 N., R.98 W., Rio Blanco County, Hydrologic Unit 14050006, on left bank 160 ft downstream from bridge on State Highway 64, 0.3 mi upstream from mouth, and 10.0 mi northwest of White River City.
DRAINAGE AREA.--262 mi2.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--October 1972 to September 1982, May 1988 to current year. For a complete listing of historical data available for this site, see
http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09306255
GAGE.--Water-stage recorder with satellite telemetry and v-notch concrete control. Elevation of gage is 5,535 ft above NVGD of 1929, from topographic map.
REMARKS.--Records good except for estimated daily discharges, which are poor. Diversions upstream from station for irrigation of about 300 acres.
Discharge, cubic feet per second
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
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2.2
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3.3
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e2.5
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e3.9
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3.5
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2.2
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e2.5
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2.1
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1.6
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1.1
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0.73
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0.85
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2.6
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3.4
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e4.0
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3.2
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3.1
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2.1
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e2.3
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2.1
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1.4
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1.1
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0.73
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0.76
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2.5
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3.6
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e3.3
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3.3
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3.1
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2.3
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e2.2
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2.0
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1.3
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1.0
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0.78
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0.77
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2.4
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3.6
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e2.2
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3.7
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2.8
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2.4
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e2.6
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2.0
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1.3
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1.0
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0.76
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0.75
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2.3
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3.6
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e2.8
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2.8
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2.7
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2.4
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2.2
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2.3
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1.4
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0.89
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0.72
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0.72
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2.6
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3.6
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e3.7
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2.4
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3.4
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3.7
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2.3
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2.2
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1.3
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0.89
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0.68
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0.79
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2.6
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3.7
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e2.5
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2.4
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2.7
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5.6
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2.2
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2.3
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1.4
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0.95
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0.66
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0.83
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2.7
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3.8
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e2.3
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2.5
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3.1
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7.8
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2.0
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2.5
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1.3
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0.97
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0.69
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0.89
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2.8
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4.0
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e2.0
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2.6
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2.9
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5.2
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2.8
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2.5
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1.3
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1.0
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0.70
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1.00
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2.7
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3.8
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e3.2
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2.6
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14
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5.4
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2.8
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2.2
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1.4
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1.0
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0.63
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2.1
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|
2.8
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4.0
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e3.3
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2.5
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7.8
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4.7
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2.5
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2.2
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1.5
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1.0
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0.61
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2.5
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2.6
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3.9
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2.6
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2.6
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4.4
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2.8
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2.5
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2.1
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1.3
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0.94
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0.66
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1.4
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2.8
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3.9
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e4.1
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2.6
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2.5
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2.4
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2.5
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1.8
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1.5
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0.94
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0.70
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1.2
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2.8
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3.9
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e3.6
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2.6
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3.1
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2.4
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2.7
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1.8
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1.3
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0.98
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0.68
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1.2
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2.7
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3.9
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e3.9
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2.7
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16
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2.4
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3.1
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1.9
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1.4
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0.98
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0.64
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1.2
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|
2.7
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3.9
|
e2.3
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2.4
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7.0
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2.5
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3.0
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2.0
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1.3
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0.94
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0.74
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1.2
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|
2.8
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3.9
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2.7
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2.7
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4.8
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2.6
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2.9
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1.8
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1.4
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0.90
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0.89
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1.1
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|
2.8
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4.0
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2.6
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2.3
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2.6
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2.9
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2.9
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1.7
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1.5
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3.7
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0.91
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1.2
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|
2.9
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3.9
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4.0
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1.8
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2.5
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2.6
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3.0
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1.7
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1.5
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1.0
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0.73
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1.3
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|
2.9
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4.2
|
e3.8
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1.7
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2.4
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2.6
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2.9
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1.7
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1.6
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0.99
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0.75
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1.3
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3.3
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4.1
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2.6
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2.2
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2.6
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2.5
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2.7
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1.7
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1.5
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0.99
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0.86
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1.2
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|
3.3
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3.9
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2.2
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2.5
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2.4
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2.3
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2.7
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1.7
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1.5
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0.89
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0.88
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1.3
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|
3.4
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4.0
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2.0
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2.7
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2.3
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2.2
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2.9
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1.7
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1.4
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0.86
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1.1
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1.3
|
|
5.2
|
4.0
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4.3
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2.6
|
2.3
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2.6
|
2.9
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1.6
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1.4
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1.0
|
1.00
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1.3
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|
3.6
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4.1
|
e2.8
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2.7
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2.4
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2.2
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2.7
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1.5
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1.5
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0.98
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0.95
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1.3
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3.3
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4.3
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2.1
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2.6
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2.4
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2.3
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2.4
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1.5
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1.5
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1.1
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0.93
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1.3
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3.4
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4.2
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e4.1
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2.6
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2.4
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2.5
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3.8
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1.4
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1.3
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1.0
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0.84
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1.3
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3.4
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3.6
|
e2.5
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2.7
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2.2
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2.3
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2.8
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1.3
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1.3
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0.84
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0.87
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1.3
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3.5
|
3.7
|
e4.0
|
2.7
|
---
|
e2.4
|
2.1
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1.3
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1.3
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0.86
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0.85
|
1.3
|
|
3.7
|
3.8
|
e3.3
|
2.6
|
---
|
e2.6
|
2.2
|
1.3
|
1.1
|
0.76
|
0.84
|
1.3
|
|
3.1
|
---
|
e2.2
|
2.8
|
---
|
e2.3
|
---
|
1.4
|
---
|
0.81
|
0.84
|
---
|
|
92.4
|
115.6
|
93.5
|
82.0
|
113.4
|
93.2
|
79.1
|
57.3
|
41.8
|
32.36
|
24.35
|
35.96
|
|
2.98
|
3.85
|
3.02
|
2.65
|
4.05
|
3.01
|
2.64
|
1.85
|
1.39
|
1.04
|
0.79
|
1.20
|
|
5.2
|
4.3
|
4.3
|
3.9
|
16
|
7.8
|
3.8
|
2.5
|
1.6
|
3.7
|
1.1
|
2.5
|
|
2.2
|
3.3
|
2.0
|
1.7
|
2.2
|
2.1
|
2.0
|
1.3
|
1.1
|
0.76
|
0.61
|
0.72
|
|
183
|
229
|
185
|
163
|
225
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185
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157
|
114
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83
|
64
|
48
|
71
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1973 - 2003, BY WATER YEAR (WY)
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|
2.75
|
3.08
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2.72
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2.62
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4.36
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4.70
|
3.33
|
4.33
|
3.54
|
3.13
|
2.51
|
3.29
|
|
10.2
|
12.1
|
9.77
|
9.05
|
12.7
|
18.1
|
8.88
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24.1
|
19.9
|
18.5
|
9.34
|
17.1
|
|
(1999)
|
(1999)
|
(1999)
|
(1999)
|
(1980)
|
(1997)
|
(1999)
|
(1985)
|
(1985)
|
(1985)
|
(1998)
|
(1978)
|
|
0.50
|
0.78
|
0.15
|
0.008
|
0.22
|
1.64
|
1.37
|
1.03
|
0.68
|
0.34
|
0.30
|
0.80
|
|
(1979)
|
(1978)
|
(1979)
|
(1979)
|
(1979)
|
(1982)
|
(1978)
|
(1978)
|
(1977)
|
(1976)
|
(1978)
|
(1976)
|
a Also occurred Sep 12-16, 1978, and Dec 15, 1978 to Jan 14, 1979.
b On basis of contracted-opening, and flow-over-road measurement of peak flow.
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