LOCATION.--Lat 37°04'43", long 105°45'23", in NE14NW14 sec.27, T.33 N., R.11 E., Conejos County, Hydrologic Unit 13010002, on right bank at highway bridge, 5.7 mi north of Colorado-New Mexico State line, 8 mi downstream from Culebra Creek, 11 mi east of Lobatos, and 14 mi east of Antonito.
DRAINAGE AREA.--7,700 mi2, approximately, includes 2,940 mi2 in closed basin in northern part of San Luis Valley, CO.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--July 1899 to current year. Monthly discharge only for some periods, published in WSP 1312. Published as "at Cenicero" 1899-1901, and as "near Cenicero" 1902-4. Statistical summary computed for 1931 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=08251500
REVISED RECORDS.-- WSP 210: Drainage area. WSP 1312: 1919 (monthly discharge and runoff). WDR CO-78-1: 1976.
GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 7,427.63 ft above NGVD of 1929. Prior to Nov. 8, 1910, nonrecording gages at same site and datum.
REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by storage reservoirs, transmountain diversions, diversions for irrigation and municipal use, ground-water withdrawals, return flows from irrigated areas, and flows from sewage-treatment plants.
COOPERATION.--Records collected and computed by Colorado Division of Water Resources and reviewed by Geological Survey.
EXTREMES OUTSIDE PERIOD OF RECORD.--Maximum stage of June 18, 1903, is greatest since at least 1828.
Discharge, cubic feet per second
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
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|
|
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|
|
|
|
|
|
|
|
|
|
23
|
23
|
e135
|
e105
|
e220
|
195
|
85
|
71
|
224
|
93
|
14
|
13
|
|
|
24
|
24
|
e140
|
e115
|
e210
|
187
|
85
|
79
|
244
|
90
|
12
|
12
|
|
|
20
|
30
|
e135
|
e125
|
e210
|
181
|
86
|
93
|
182
|
79
|
12
|
29
|
|
|
15
|
71
|
e155
|
e135
|
e190
|
181
|
85
|
76
|
151
|
80
|
16
|
31
|
|
|
13
|
130
|
e155
|
e145
|
e175
|
185
|
71
|
56
|
135
|
82
|
15
|
20
|
|
|
18
|
142
|
e155
|
e140
|
e140
|
206
|
64
|
58
|
139
|
72
|
15
|
16
|
|
|
19
|
137
|
e150
|
e140
|
e120
|
177
|
58
|
60
|
151
|
64
|
14
|
14
|
|
|
19
|
103
|
e120
|
e140
|
e180
|
183
|
52
|
66
|
157
|
58
|
15
|
14
|
|
|
19
|
91
|
e105
|
e145
|
e175
|
182
|
44
|
60
|
223
|
57
|
15
|
16
|
|
|
14
|
62
|
e110
|
e150
|
e175
|
183
|
44
|
59
|
279
|
53
|
15
|
28
|
|
|
15
|
47
|
e100
|
e160
|
e190
|
183
|
44
|
58
|
265
|
47
|
15
|
22
|
|
|
15
|
41
|
e110
|
e160
|
e205
|
185
|
39
|
61
|
218
|
42
|
15
|
21
|
|
|
15
|
42
|
e115
|
e165
|
e215
|
193
|
36
|
67
|
196
|
37
|
15
|
21
|
|
|
16
|
42
|
e120
|
e160
|
e240
|
187
|
35
|
73
|
184
|
38
|
14
|
25
|
|
|
16
|
37
|
e130
|
e160
|
e240
|
205
|
36
|
83
|
209
|
47
|
10
|
19
|
|
|
16
|
30
|
e140
|
e160
|
205
|
218
|
41
|
122
|
232
|
40
|
14
|
16
|
|
|
17
|
38
|
e115
|
e155
|
213
|
227
|
42
|
112
|
206
|
36
|
17
|
15
|
|
|
18
|
53
|
e130
|
e160
|
213
|
230
|
66
|
146
|
181
|
33
|
25
|
13
|
|
|
18
|
49
|
e115
|
e160
|
218
|
205
|
65
|
160
|
173
|
30
|
15
|
12
|
|
|
18
|
48
|
e110
|
e160
|
207
|
165
|
51
|
164
|
154
|
28
|
8.4
|
11
|
|
|
20
|
47
|
e105
|
e160
|
201
|
142
|
47
|
172
|
160
|
27
|
6.4
|
10
|
|
|
21
|
48
|
e140
|
e165
|
e185
|
117
|
46
|
158
|
160
|
28
|
5.8
|
10
|
|
|
23
|
43
|
e125
|
e170
|
e180
|
107
|
48
|
134
|
146
|
27
|
15
|
9.8
|
|
|
25
|
48
|
e100
|
e175
|
e180
|
109
|
52
|
210
|
128
|
27
|
9.3
|
11
|
|
|
24
|
122
|
e115
|
e175
|
e185
|
96
|
65
|
210
|
113
|
27
|
7.9
|
12
|
|
|
23
|
e125
|
e105
|
e185
|
e204
|
70
|
71
|
195
|
102
|
24
|
7.7
|
10
|
|
|
26
|
e135
|
e105
|
e185
|
209
|
71
|
69
|
146
|
103
|
21
|
8.4
|
10
|
|
|
26
|
e145
|
e100
|
e195
|
195
|
60
|
78
|
121
|
108
|
20
|
11
|
11
|
|
|
26
|
e125
|
e100
|
e200
|
---
|
80
|
83
|
143
|
97
|
20
|
14
|
11
|
|
|
28
|
e135
|
e100
|
e190
|
---
|
80
|
81
|
218
|
94
|
46
|
14
|
11
|
|
|
27
|
---
|
e105
|
e205
|
---
|
80
|
---
|
186
|
---
|
21
|
14
|
---
|
|
|
617
|
2,213
|
3,745
|
4,945
|
5,480
|
4,870
|
1,769
|
3,617
|
5,114
|
1,394
|
404.9
|
473.8
|
|
|
19.9
|
73.8
|
121
|
160
|
196
|
157
|
59.0
|
117
|
170
|
45.0
|
13.1
|
15.8
|
|
|
28
|
145
|
155
|
205
|
240
|
230
|
86
|
218
|
279
|
93
|
25
|
31
|
|
|
13
|
23
|
100
|
105
|
120
|
60
|
35
|
56
|
94
|
20
|
5.8
|
9.8
|
|
|
1,220
|
4,390
|
7,430
|
9,810
|
10,870
|
9,660
|
3,510
|
7,170
|
10,140
|
2,760
|
803
|
940
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1931 - 2003, BY WATER YEAR (WY)
|
|
|
184
|
309
|
282
|
263
|
314
|
413
|
505
|
1,082
|
1,199
|
427
|
167
|
133
|
|
|
1,401
|
1,199
|
763
|
521
|
595
|
884
|
2,326
|
4,958
|
4,470
|
2,754
|
1,281
|
938
|
|
|
(1942)
|
(1942)
|
(1942)
|
(1986)
|
(1986)
|
(1987)
|
(1985)
|
(1987)
|
(1941)
|
(1995)
|
(1999)
|
(1999)
|
|
|
12.9
|
59.6
|
61.7
|
75.7
|
102
|
66.0
|
32.3
|
31.2
|
19.8
|
1.28
|
3.21
|
1.91
|
|
|
(1957)
|
(1955)
|
(1964)
|
(1957)
|
(1957)
|
(1957)
|
(1935)
|
(2002)
|
(1977)
|
(1951)
|
(1956)
|
(1956)
|
a Average discharge for 31 years (water years 1900-30), 846 ft 3/s; 612,900 acre-ft/yr, includes period of extensive development for irrigation.
b Maximum daily discharge for period of record, 13,100 ft 3/s, Jun 8, 1905.
c No flow at times in 1950-51, 1956.
d Maximum discharge for period of record, 13,200 ft 3/s, Jun 8, 1905, gage height, 9.1 ft, from rating curve extended above 8,000 ft 3/s.
f Maximum gage height, 2.19 ft, Feb 1, backwater from ice.
g Maximum gage height for period of record, 10.0 ft, Jun 18, 1903.
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