LOCATION.--Lat 38°59'21", long 108°26'53", in NE14NE14 of sec.14, T.2 S., R.1 E., Ute Meridian, Mesa County, Hydrologic Unit 14020005, on right bank 100 ft downstream from box culvert under U.S. Highway 50 at Whitewater, and 8 mi southeast of Grand Junction.
DRAINAGE AREA.--4.17 mi2.
PERIOD OF RECORD.--July 2000 to September 2003 (discontinued). For a complete listing of historical data available for this site, see
http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09152520
GAGE.--Water-stage recorder with satellite telemetry and crest-stage gage. Elevation of gage is 4,680 ft above NGVD of 1929, from topographic map.
REMARKS.--No estimated daily discharges. Records fair except for discharges above 2.3 ft3/s, which are poor. 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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0.00
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0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.26
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
1.4
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.01
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.01
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.21
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.01
|
0.00
|
0.00
|
0.00
|
0.09
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
3.5
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.01
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.02
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
2.3
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.08
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.05
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.51
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.05
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.02
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.01
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
---
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
---
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
---
|
0.00
|
0.00
|
---
|
0.00
|
---
|
0.00
|
---
|
0.00
|
0.00
|
---
|
|
2.25
|
3.52
|
0.00
|
0.00
|
0.01
|
0.00
|
0.00
|
0.08
|
0.00
|
0.00
|
0.00
|
2.68
|
|
0.073
|
0.12
|
0.000
|
0.000
|
0.000
|
0.000
|
0.000
|
0.003
|
0.000
|
0.000
|
0.000
|
0.089
|
|
1.4
|
3.5
|
0.00
|
0.00
|
0.01
|
0.00
|
0.00
|
0.05
|
0.00
|
0.00
|
0.00
|
2.3
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
4.5
|
7.0
|
0.00
|
0.00
|
0.02
|
0.00
|
0.00
|
0.2
|
0.00
|
0.00
|
0.00
|
5.3
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 2000 - 2003, BY WATER YEAR (WY)
|
|
0.14
|
0.30
|
0.004
|
0.000
|
0.000
|
0.007
|
0.021
|
0.076
|
0.044
|
0.085
|
0.061
|
0.086
|
|
0.26
|
0.52
|
0.011
|
0.000
|
0.001
|
0.022
|
0.057
|
0.17
|
0.12
|
0.22
|
0.15
|
0.14
|
|
(2001)
|
(2001)
|
(2002)
|
(2001)
|
(2001)
|
(2001)
|
(2002)
|
(2002)
|
(2002)
|
(2001)
|
(2002)
|
(2002)
|
|
0.073
|
0.12
|
0.000
|
0.000
|
0.000
|
0.000
|
0.000
|
0.003
|
0.000
|
0.000
|
0.000
|
0.022
|
|
(2003)
|
(2003)
|
(2001)
|
(2001)
|
(2002)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2000)
|
a No flow many days each year.
b From rating curve extended above 2.15 ft 3/s.
c Maximum gage height, 5.24 ft, Aug 5, 2002, discharge unknown.
|