LOCATION.--Lat 38°05'44", long 102°18'37", in SE14NE14 sec.36, T.22 S., R.44 W., Prowers County, Hydrologic Unit 11020009, on left bank at upstream side of end of bridge on U.S. Highway 385, 1.2 mi downstream from headgate of Buffalo Canal, and 2.3 mi north of Granada.
DRAINAGE AREA.--23,707 mi2, of which 1,648 mi2 is probably noncontributing.
PERIOD OF RECORD.--January 1899 to December 1901 (gage heights only), August to October 1903 (monthly discharge only for some periods, published in WSP 1311), December 1980 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07134180
REVISED RECORDS.--WDR CO-01-1: Drainage area.
GAGE.--Water-stage recorder with satellite telemetry and crest-stage gage. Elevation of gage is 3,480 ft above NGVD of 1929, from topographic map. See WSP 1311 for history of changes prior to December 5, 1980.
REMARKS.--No estimated daily discharges. Records good. Natural flow of stream affected by storage reservoirs, power developments, transbasin and transmountain diversions, diversions for irrigation and municipal use, ground-water withdrawals, return flows from irrigated areas, and flows from sewage-treatment plants. Flow regulated by John Martin Reservoir (station 07130000) 38 mi upstream since October 1948. 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
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7.3
|
4.0
|
27
|
36
|
40
|
49
|
3.9
|
8.1
|
3.5
|
11
|
3.3
|
3.1
|
|
6.6
|
3.9
|
28
|
36
|
40
|
48
|
3.7
|
10
|
3.5
|
17
|
3.2
|
3.1
|
|
6.6
|
3.7
|
27
|
36
|
41
|
49
|
3.7
|
10
|
9.2
|
40
|
3.2
|
3.0
|
|
6.4
|
3.8
|
30
|
36
|
41
|
49
|
3.6
|
4.1
|
25
|
13
|
3.2
|
3.0
|
|
6.6
|
3.6
|
29
|
36
|
40
|
49
|
3.6
|
3.7
|
65
|
7.7
|
3.3
|
3.0
|
|
4.8
|
3.4
|
30
|
36
|
40
|
48
|
3.5
|
3.6
|
77
|
4.5
|
3.2
|
3.0
|
|
4.9
|
3.5
|
30
|
36
|
40
|
47
|
3.3
|
3.6
|
93
|
4.1
|
3.3
|
3.2
|
|
4.9
|
3.6
|
30
|
37
|
40
|
50
|
3.4
|
3.4
|
96
|
4.1
|
3.2
|
3.3
|
|
5.0
|
3.6
|
31
|
36
|
42
|
53
|
3.5
|
3.4
|
82
|
4.0
|
3.2
|
3.4
|
|
5.1
|
3.5
|
31
|
35
|
43
|
54
|
3.6
|
3.2
|
95
|
4.0
|
3.2
|
3.4
|
|
5.5
|
3.4
|
32
|
36
|
43
|
52
|
3.7
|
3.2
|
88
|
4.1
|
3.2
|
3.2
|
|
5.2
|
3.4
|
32
|
37
|
44
|
49
|
3.7
|
3.3
|
83
|
3.9
|
3.1
|
3.3
|
|
5.2
|
3.4
|
32
|
37
|
44
|
47
|
3.8
|
3.2
|
81
|
3.7
|
3.0
|
3.2
|
|
5.2
|
3.3
|
32
|
37
|
46
|
46
|
3.7
|
3.2
|
80
|
3.7
|
3.1
|
3.4
|
|
5.1
|
3.3
|
32
|
37
|
44
|
46
|
4.1
|
3.6
|
78
|
3.4
|
3.2
|
3.6
|
|
5.1
|
3.2
|
32
|
37
|
44
|
47
|
3.8
|
3.4
|
42
|
3.2
|
3.1
|
3.6
|
|
5.1
|
14
|
34
|
37
|
45
|
26
|
3.8
|
3.3
|
11
|
3.1
|
3.1
|
3.5
|
|
5.2
|
23
|
33
|
38
|
44
|
6.7
|
4.0
|
3.4
|
64
|
3.0
|
3.1
|
3.2
|
|
5.1
|
24
|
31
|
39
|
44
|
30
|
4.0
|
3.3
|
123
|
3.0
|
3.1
|
3.2
|
|
5.0
|
25
|
32
|
39
|
44
|
50
|
5.2
|
3.3
|
142
|
2.9
|
3.1
|
3.3
|
|
4.9
|
25
|
32
|
38
|
45
|
49
|
8.0
|
3.5
|
111
|
3.0
|
3.6
|
3.4
|
|
4.9
|
25
|
32
|
37
|
46
|
48
|
8.8
|
3.5
|
84
|
3.1
|
3.4
|
4.3
|
|
4.5
|
25
|
32
|
34
|
46
|
32
|
7.5
|
3.6
|
63
|
3.1
|
3.2
|
3.1
|
|
4.4
|
24
|
33
|
38
|
45
|
7.7
|
7.0
|
3.7
|
27
|
3.2
|
3.1
|
3.0
|
|
4.7
|
24
|
33
|
39
|
43
|
6.8
|
7.3
|
3.9
|
26
|
3.2
|
3.1
|
3.1
|
|
4.6
|
25
|
33
|
37
|
46
|
6.3
|
8.6
|
3.7
|
23
|
3.1
|
3.0
|
3.2
|
|
4.4
|
25
|
34
|
39
|
48
|
5.5
|
8.6
|
3.6
|
27
|
3.1
|
3.0
|
3.1
|
|
4.3
|
26
|
36
|
39
|
49
|
4.8
|
9.3
|
3.6
|
21
|
3.2
|
3.0
|
3.1
|
|
4.5
|
27
|
37
|
39
|
---
|
4.5
|
9.2
|
3.5
|
19
|
3.5
|
3.5
|
3.3
|
|
4.1
|
26
|
36
|
39
|
---
|
4.5
|
8.7
|
4.0
|
13
|
3.4
|
3.2
|
3.1
|
|
4.0
|
---
|
35
|
40
|
---
|
6.9
|
---
|
3.8
|
---
|
3.4
|
3.1
|
---
|
|
159.2
|
394.6
|
988
|
1,153
|
1,217
|
1,071.7
|
158.6
|
126.7
|
1,755.2
|
178.7
|
98.6
|
97.7
|
|
5.14
|
13.2
|
31.9
|
37.2
|
43.5
|
34.6
|
5.29
|
4.09
|
58.5
|
5.76
|
3.18
|
3.26
|
|
7.3
|
27
|
37
|
40
|
49
|
54
|
9.3
|
10
|
142
|
40
|
3.6
|
4.3
|
|
4.0
|
3.2
|
27
|
34
|
40
|
4.5
|
3.3
|
3.2
|
3.5
|
2.9
|
3.0
|
3.0
|
|
316
|
783
|
1,960
|
2,290
|
2,410
|
2,130
|
315
|
251
|
3,480
|
354
|
196
|
194
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1981 - 2003, BY WATER YEAR (WY)
|
|
85.0
|
99.3
|
125
|
138
|
130
|
122
|
188
|
307
|
403
|
449
|
266
|
111
|
|
184
|
306
|
479
|
886
|
495
|
608
|
1,138
|
2,470
|
2,196
|
2,144
|
775
|
430
|
|
(1984)
|
(1998)
|
(1998)
|
(1998)
|
(1998)
|
(1998)
|
(1987)
|
(1999)
|
(1987)
|
(1995)
|
(1999)
|
(1984)
|
|
4.15
|
9.68
|
31.9
|
37.2
|
43.5
|
22.7
|
5.29
|
4.09
|
9.39
|
5.76
|
3.18
|
3.26
|
|
(1993)
|
(1982)
|
(2003)
|
(2003)
|
(2003)
|
(1994)
|
(2003)
|
(2003)
|
(1981)
|
(2003)
|
(2003)
|
(2003)
|
a Also occurred Aug 18-19, 1990; minimum daily for period of record, 1 ft 3/s, many days in 1903.
b From rating curve extended above 3,470 ft 3/s.
c Maximum gage height, 12.38 ft, May 27, 1996.
|