LOCATION.--Lat 38°13'30", long 104°15'37", in NE14NE14 sec.18, T.21 S., R.61 W., Pueblo County, Hydrologic Unit 11020006, at right upstream end of bridge on U.S. Highway 50, 0.8 mi upstream from mouth, and 1.6 mi south of Boone.
DRAINAGE AREA.--1,875 mi2.
PERIOD OF RECORD.--January 1922 to September 1925 (monthly and annual discharge only, published in WSP 1311 as "near Nepesta"), October 1979 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07116500.
GAGE.--Water-stage recorder with satellite telemetry and crest-stage gages. Datum of gage is 4,443.74 ft above NGVD of 1929. Jan. 1922 to Sept. 1925, at different datum.
REMARKS.--No estimated daily discharges. Records fair. Natural flow of stream affected by storage reservoirs, diversions for irrigation, ground-water withdrawals, and return flows from irrigated areas. Several measurements of water temperature and specific conductance 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
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
4.1
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
6.4
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
5.9
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
2.9
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
8.3
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
20
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
13
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
14
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
13
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
6.8
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.28
|
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
|
3.9
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
4.6
|
8.0
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
7.4
|
8.0
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
1.7
|
0.00
|
2.4
|
5.1
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.17
|
0.00
|
1.2
|
4.6
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.18
|
19
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.01
|
0.00
|
22
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
17
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
8.2
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
8.4
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
5.2
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
3.9
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.46
|
0.68
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
1.2
|
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
|
0.63
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
0.00
|
0.00
|
0.00
|
---
|
0.00
|
0.00
|
3.1
|
0.00
|
0.00
|
0.00
|
0.00
|
|
0.00
|
---
|
0.00
|
0.00
|
---
|
0.00
|
---
|
16
|
---
|
0.00
|
0.00
|
---
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
1.87
|
0.01
|
37.17
|
208.66
|
0.00
|
0.00
|
0.00
|
|
0.000
|
0.000
|
0.000
|
0.000
|
0.000
|
0.060
|
0.000
|
1.20
|
6.96
|
0.000
|
0.000
|
0.000
|
|
0.00
|
0.00
|
0.00
|
0.00
|
0.00
|
1.7
|
0.01
|
16
|
22
|
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
|
3.7
|
0.02
|
74
|
414
|
0.00
|
0.00
|
0.00
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1980 - 2003, BY WATER YEAR (WY)
|
|
9.72
|
15.6
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14.9
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19.7
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22.8
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20.5
|
31.3
|
144
|
92.3
|
23.2
|
26.9
|
5.83
|
|
46.7
|
46.0
|
40.2
|
65.1
|
65.2
|
129
|
224
|
1,113
|
667
|
226
|
254
|
26.5
|
|
(1985)
|
(1986)
|
(1998)
|
(1984)
|
(1998)
|
(1984)
|
(1998)
|
(1987)
|
(1983)
|
(1995)
|
(1981)
|
(1995)
|
|
0.000
|
0.000
|
0.000
|
0.000
|
0.000
|
0.060
|
0.000
|
0.47
|
0.000
|
0.000
|
0.000
|
0.000
|
|
(1990)
|
(1990)
|
(1990)
|
(1990)
|
(2003)
|
(2003)
|
(2003)
|
(2002)
|
(2002)
|
(1989)
|
(2002)
|
(1980)
|
a No flow on many days during most years.
b From rating curve extended above 1,130 ft 3/s. Maximum discharge for period of record, 19,400 ft 3/s, Aug 1, 1923, from slope-area measurement of peak flow, gage height, 9.4 ft, datum then in use.
c From flood marks. Maximum gage height for period of record, 11.75 ft, Jul 19, 1995.
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