LOCATION.--Lat 38°06'51", long 102°29'00", in SW14SW14 sec.21, T.22 S., R.45 W., Prowers County, Hydrologic Unit 11020011, on right bank 35 ft upstream from State Highway 196, 950 ft upstream from mouth, and 7.5 mi east of Lamar.
DRAINAGE AREA.--3,248 mi2, of which about 585 mi2 is probably noncontributing.
PERIOD OF RECORD.-- February 1968 to September 1982, July 1995 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07134100
REVISED RECORDS.--WDR CO-01-1: Drainage area.
GAGE.--Water-stage recorder with satellite telemetry and crest-stage gage. Elevation of gage is 3,545 ft above NGVD of 1929, from topographic map. Prior to June 30, 1977, at datum 1.00 ft higher.
REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by storage, erosion-control, and livestock-watering reservoirs, diversions for irrigation, ground-water withdrawals, and return flows from irrigated areas. Flow affected by backwater from the Arkansas River at times. 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 OUTSIDE PERIOD OF RECORD.--Flood of June 17, 1965, reached a discharge of 3,600 ft3/s, from slope-area measurement of peak flow
0.5 mi upstream from station. Flood of Aug. 21, 1965, reached a stage of 9.93 ft, from floodmarks, discharge unknown.
Discharge, cubic feet per second
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1.2
|
3.4
|
1.4
|
2.5
|
2.9
|
2.3
|
2.3
|
1.7
|
2.2
|
2.0
|
1.3
|
1.6
|
|
1.3
|
3.4
|
1.4
|
2.5
|
3.2
|
2.4
|
2.2
|
1.8
|
5.9
|
2.8
|
1.1
|
1.6
|
|
1.3
|
3.4
|
1.4
|
2.5
|
3.1
|
2.4
|
2.3
|
1.8
|
3.8
|
4.8
|
1.1
|
1.5
|
|
1.2
|
3.7
|
1.4
|
2.5
|
2.9
|
2.2
|
2.2
|
1.9
|
13
|
3.9
|
1.1
|
1.4
|
|
1.2
|
3.8
|
1.6
|
2.6
|
2.9
|
2.1
|
2.2
|
2.0
|
12
|
3.4
|
1.0
|
1.4
|
|
1.2
|
3.8
|
1.7
|
2.8
|
2.9
|
2.2
|
2.2
|
2.1
|
12
|
3.5
|
1.0
|
1.4
|
|
1.7
|
3.9
|
1.7
|
2.9
|
2.7
|
2.0
|
2.1
|
1.9
|
23
|
3.7
|
0.98
|
1.6
|
|
2.3
|
4.0
|
1.7
|
3.0
|
2.8
|
2.1
|
2.1
|
4.5
|
19
|
4.0
|
0.76
|
1.6
|
|
3.2
|
4.0
|
1.8
|
2.9
|
2.8
|
2.0
|
2.2
|
2.8
|
16
|
4.3
|
0.81
|
1.7
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|
2.1
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4.0
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2.1
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2.7
|
2.5
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2.0
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2.0
|
2.5
|
13
|
4.1
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0.51
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1.8
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|
1.7
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3.9
|
1.9
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2.6
|
2.5
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2.0
|
2.1
|
2.8
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12
|
3.0
|
0.66
|
1.6
|
|
0.95
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3.9
|
2.0
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2.5
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2.3
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1.9
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2.0
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2.7
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12
|
2.6
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1.5
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1.6
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|
0.95
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3.9
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2.1
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2.5
|
2.5
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1.7
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2.0
|
3.0
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12
|
1.9
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1.5
|
1.6
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|
0.97
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4.1
|
2.1
|
2.4
|
2.6
|
1.7
|
1.9
|
1.8
|
12
|
1.9
|
1.5
|
1.7
|
|
1.1
|
3.9
|
2.3
|
2.6
|
2.2
|
1.8
|
1.8
|
1.7
|
11
|
1.7
|
1.5
|
1.7
|
|
1.2
|
3.6
|
2.4
|
2.6
|
2.0
|
1.7
|
2.0
|
2.1
|
11
|
1.7
|
1.5
|
1.7
|
|
1.1
|
4.0
|
2.7
|
2.6
|
2.0
|
1.6
|
1.7
|
3.5
|
9.9
|
1.6
|
1.5
|
1.4
|
|
1.3
|
3.9
|
2.4
|
2.6
|
2.1
|
1.8
|
2.2
|
3.1
|
7.8
|
0.50
|
1.4
|
1.4
|
|
1.2
|
3.9
|
2.4
|
2.6
|
2.2
|
2.6
|
3.2
|
2.2
|
7.9
|
0.72
|
1.5
|
1.4
|
|
1.2
|
4.2
|
2.4
|
2.6
|
2.3
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3.1
|
2.5
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2.0
|
9.4
|
0.93
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1.5
|
1.4
|
|
1.2
|
4.8
|
2.5
|
2.6
|
2.3
|
2.8
|
2.2
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1.8
|
8.9
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0.87
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1.4
|
1.4
|
|
1.3
|
5.0
|
2.5
|
2.6
|
2.3
|
2.4
|
2.0
|
1.8
|
10
|
0.99
|
1.4
|
1.4
|
|
1.8
|
5.1
|
2.6
|
2.5
|
2.2
|
2.4
|
2.2
|
1.8
|
5.8
|
1.0
|
1.3
|
1.4
|
|
1.8
|
5.0
|
2.7
|
2.4
|
2.1
|
2.4
|
2.2
|
1.9
|
7.6
|
1.2
|
1.0
|
1.4
|
|
2.5
|
4.9
|
2.7
|
2.4
|
2.1
|
2.4
|
2.3
|
2.1
|
8.4
|
1.0
|
1.2
|
1.4
|
|
2.2
|
4.3
|
2.7
|
2.4
|
2.1
|
2.4
|
2.1
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2.2
|
8.8
|
0.94
|
1.4
|
e1.2
|
|
2.7
|
1.9
|
2.9
|
2.6
|
2.2
|
2.3
|
2.0
|
2.1
|
8.6
|
1.2
|
0.68
|
e1.2
|
|
3.0
|
1.5
|
3.0
|
2.7
|
2.2
|
2.3
|
1.9
|
3.4
|
3.0
|
1.4
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0.71
|
e1.0
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|
3.2
|
1.6
|
3.0
|
3.1
|
---
|
2.1
|
1.9
|
1.8
|
2.7
|
1.2
|
2.4
|
e1.0
|
|
3.1
|
1.3
|
2.6
|
3.0
|
---
|
2.1
|
1.9
|
1.8
|
2.1
|
0.80
|
1.6
|
e0.90
|
|
3.3
|
---
|
2.4
|
2.7
|
---
|
2.1
|
---
|
2.3
|
---
|
1.2
|
1.6
|
---
|
|
54.47
|
112.1
|
68.5
|
81.5
|
68.9
|
67.3
|
63.9
|
70.9
|
290.8
|
64.85
|
38.41
|
43.40
|
|
1.76
|
3.74
|
2.21
|
2.63
|
2.46
|
2.17
|
2.13
|
2.29
|
9.69
|
2.09
|
1.24
|
1.45
|
|
3.3
|
5.1
|
3.0
|
3.1
|
3.2
|
3.1
|
3.2
|
4.5
|
23
|
4.8
|
2.4
|
1.8
|
|
0.95
|
1.3
|
1.4
|
2.4
|
2.0
|
1.6
|
1.7
|
1.7
|
2.1
|
0.50
|
0.51
|
0.90
|
|
108
|
222
|
136
|
162
|
137
|
133
|
127
|
141
|
577
|
129
|
76
|
86
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1968 - 2003, BY WATER YEAR (WY)
|
|
8.29
|
15.2
|
20.4
|
21.9
|
21.5
|
21.5
|
20.6
|
21.8
|
11.0
|
10.3
|
14.5
|
9.68
|
|
28.4
|
58.9
|
63.0
|
75.5
|
55.6
|
59.0
|
70.6
|
166
|
42.9
|
41.6
|
85.3
|
41.8
|
|
(1997)
|
(1998)
|
(1998)
|
(1998)
|
(1998)
|
(1998)
|
(1999)
|
(1999)
|
(1999)
|
(1998)
|
(1997)
|
(1976)
|
|
0.087
|
0.41
|
0.34
|
0.50
|
2.23
|
2.10
|
0.81
|
2.14
|
1.77
|
0.21
|
0.027
|
0.084
|
|
(1979)
|
(1978)
|
(1978)
|
(1978)
|
(1978)
|
(1977)
|
(1978)
|
(1975)
|
(1976)
|
(1978)
|
(1976)
|
(1978)
|
a Also occurred on many days during 1976-79 water years.
b From rating curve extended above 1,470 ft 3/s on the basis of flow through culvert analysis with flow over road measurement at gage height 9.48 ft.
|