LOCATION.--Lat 37°17'23", long 108°02'24", in NE14SW14 sec.14, T.35 N., R.11 W., La Plata County, Hydrologic Unit 14080105, on right bank at Hesperus, 700 ft downstream from U.S. Highway 160.
DRAINAGE AREA.--37 mi2, approximately.
PERIOD OF RECORD.--June to August 1904, May 1905 to September 1906, August to November 1910, June 1917 to current year. Monthly discharge only for some periods, published in WSP 1313. Records for Nov. 11 to Dec. 31, 1910, published in WSP 289, have been found to be unreliable and should not be used. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09365500
REVISED RECORDS.--WSP 1243: 1906(M). WSP 1563: 1923 (monthly figures only). See also PERIOD OF RECORD.
GAGE.--Water-stage recorder with satellite telemetry and concrete flume. Datum of gage is 8,104.71 ft above NGVD of 1929. Prior to May 1, 1920, nonrecording gage, and May 1, 1920 to May 24, 1927, water-stage recorder, at several sites about 600 ft downstream at different datums. May 25, 1927 to Sept. 30, 1938, water-stage recorder at site 60 ft downstream and Oct. 1, 1938 to Sept. 30, 1941, at present site at datum 1.00 ft higher.
REMARKS.--Records good except for estimated daily discharges, which are poor. Cherry Creek ditch exports water upstream from station for irrigation of about 2,000 acres in Cherry Creek drainage. The Pine Ridge ditch diverts water upstream from station for irrigation of about 300 acres downstream, and also for irrigation of about 300 acres in each of the Lightner and Basin Creek drainages. The Pine River ditch also diverts up to 1,000 acre-ft for storage in the Lightner Creek drainage.
COOPERATION.--Records collected and computed by Colorado Division of Water Resources and reviewed by Geological Survey.
EXTREMES OUTSIDE PERIOD OF RECORD.--Maximum flood observed occurred Oct. 5, 1911.
Discharge, cubic feet per second
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11
|
8.5
|
12
|
5.7
|
6.4
|
e5.5
|
21
|
84
|
135
|
20
|
8.0
|
25
|
|
12
|
8.2
|
12
|
e5.0
|
6.7
|
5.5
|
24
|
82
|
129
|
19
|
8.5
|
21
|
|
14
|
8.2
|
12
|
e5.0
|
7.1
|
5.4
|
22
|
76
|
111
|
18
|
9.0
|
19
|
|
13
|
7.8
|
12
|
e5.0
|
e7.0
|
5.4
|
23
|
80
|
95
|
17
|
9.6
|
19
|
|
13
|
7.4
|
11
|
5.0
|
e6.5
|
5.4
|
24
|
66
|
80
|
16
|
9.8
|
19
|
|
13
|
7.4
|
11
|
5.0
|
e6.0
|
5.3
|
25
|
53
|
65
|
15
|
9.8
|
20
|
|
14
|
7.4
|
10
|
e5.0
|
e6.0
|
5.4
|
24
|
46
|
54
|
14
|
10
|
33
|
|
14
|
7.5
|
9.9
|
e5.0
|
e6.5
|
5.5
|
24
|
41
|
51
|
13
|
12
|
25
|
|
15
|
13
|
9.4
|
4.8
|
e6.5
|
5.6
|
25
|
37
|
50
|
13
|
12
|
58
|
|
14
|
11
|
8.5
|
4.8
|
e7.0
|
5.9
|
29
|
33
|
48
|
12
|
12
|
156
|
|
14
|
10
|
8.4
|
4.8
|
e7.0
|
6.4
|
47
|
29
|
50
|
11
|
12
|
77
|
|
13
|
9.4
|
8.2
|
4.6
|
e7.5
|
7.4
|
70
|
33
|
51
|
10
|
12
|
60
|
|
13
|
8.8
|
8.2
|
4.6
|
8.4
|
7.6
|
65
|
50
|
44
|
9.9
|
12
|
53
|
|
13
|
8.4
|
8.2
|
4.6
|
9.4
|
6.7
|
80
|
57
|
39
|
9.6
|
12
|
49
|
|
12
|
8.2
|
8.2
|
4.6
|
9.0
|
6.7
|
81
|
87
|
38
|
9.0
|
12
|
41
|
|
12
|
8.2
|
8.1
|
4.7
|
8.2
|
7.2
|
66
|
83
|
38
|
8.8
|
11
|
36
|
|
12
|
8.2
|
6.6
|
4.7
|
7.8
|
8.4
|
67
|
140
|
35
|
8.5
|
11
|
31
|
|
12
|
8.2
|
5.9
|
e4.8
|
7.8
|
8.9
|
67
|
138
|
37
|
8.0
|
11
|
28
|
|
11
|
8.2
|
5.5
|
4.9
|
7.6
|
9.0
|
59
|
124
|
37
|
8.0
|
10
|
25
|
|
10
|
7.6
|
e5.5
|
5.0
|
7.3
|
9.9
|
51
|
143
|
39
|
7.6
|
10
|
23
|
|
9.5
|
7.8
|
5.8
|
5.0
|
6.9
|
12
|
49
|
167
|
34
|
8.0
|
10
|
21
|
|
9.4
|
7.8
|
6.8
|
5.0
|
6.7
|
13
|
49
|
195
|
32
|
8.1
|
9.3
|
19
|
|
12
|
7.8
|
6.7
|
5.1
|
6.6
|
14
|
46
|
195
|
29
|
7.8
|
10
|
17
|
|
11
|
8.2
|
5.6
|
5.0
|
6.0
|
16
|
42
|
172
|
27
|
7.8
|
11
|
16
|
|
10
|
8.2
|
e5.5
|
5.0
|
e6.0
|
16
|
44
|
172
|
25
|
7.6
|
11
|
15
|
|
11
|
8.2
|
e5.5
|
e5.0
|
e6.0
|
16
|
67
|
169
|
24
|
7.2
|
11
|
14
|
|
11
|
8.8
|
e5.5
|
5.3
|
5.9
|
14
|
91
|
183
|
23
|
7.6
|
11
|
14
|
|
10
|
9.6
|
e5.5
|
5.4
|
5.9
|
14
|
98
|
194
|
22
|
7.7
|
14
|
13
|
|
9.7
|
10
|
e5.5
|
5.8
|
---
|
15
|
99
|
174
|
21
|
7.6
|
22
|
12
|
|
9.3
|
11
|
5.5
|
6.3
|
---
|
14
|
88
|
163
|
21
|
7.4
|
26
|
12
|
|
8.8
|
---
|
e5.5
|
6.4
|
---
|
16
|
---
|
163
|
---
|
7.4
|
32
|
---
|
|
366.7
|
259.0
|
244.0
|
156.9
|
195.7
|
293.1
|
1,567
|
3,429
|
1,484
|
331.6
|
381.0
|
971
|
|
11.8
|
8.63
|
7.87
|
5.06
|
6.99
|
9.45
|
52.2
|
111
|
49.5
|
10.7
|
12.3
|
32.4
|
|
15
|
13
|
12
|
6.4
|
9.4
|
16
|
99
|
195
|
135
|
20
|
32
|
156
|
|
8.8
|
7.4
|
5.5
|
4.6
|
5.9
|
5.3
|
21
|
29
|
21
|
7.2
|
8.0
|
12
|
|
727
|
514
|
484
|
311
|
388
|
581
|
3,110
|
6,800
|
2,940
|
658
|
756
|
1,930
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1918 - 2003, BY WATER YEAR (WY)
|
|
15.1
|
10.6
|
8.20
|
6.94
|
7.36
|
15.5
|
81.0
|
169
|
130
|
37.3
|
23.6
|
20.3
|
|
148
|
54.3
|
20.4
|
15.0
|
18.0
|
54.2
|
203
|
384
|
421
|
154
|
79.1
|
124
|
|
(1942)
|
(1942)
|
(1987)
|
(1926)
|
(1971)
|
(1997)
|
(1924)
|
(1941)
|
(1980)
|
(1957)
|
(1999)
|
(1927)
|
|
3.27
|
3.11
|
2.94
|
2.65
|
3.06
|
3.83
|
8.40
|
19.8
|
8.78
|
3.65
|
3.38
|
3.73
|
|
(1957)
|
(1938)
|
(1938)
|
(1938)
|
(1990)
|
(1977)
|
(1977)
|
(1977)
|
(2002)
|
(2002)
|
(2002)
|
(1956)
|
a Present datum, from rating curve extended above 620 ft 3/s, on basis of slope-area measurement of peak flow.
b Maximum gage height for period of record, 5.13 ft, Sep 6, 1970.
|