LOCATION.--Lat 37°26'50", long 105°25'33" (revised), Costilla County, Hydrologic Unit 13010002, in Sangre de Cristo Grant, on left bank 2,300 ft upstream from Newton ditch, 1.4 mi north of Fort Garland, and 5.7 mi upstream from mouth.
DRAINAGE AREA.--32 mi2, approximately.
PERIOD OF RECORD.--March to October 1916, May 1923 to September 1981, October 1998 to current year. Monthly discharge only for some periods, published in WSP 1312. October 1981 to September 1998, in reports of State Engineer. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=08242500
GAGE.--Water-stage recorder with satellite telemetry. Concrete control since Sept. 1973. Elevation of gage is 8,045 ft above NGVD of 1929, from topographic map. Mar. 18 to Oct. 9, 1916, nonrecording gage and Cippoletti weir at different datum.
REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by diversions for irrigation and return flows from irrigated areas.
COOPERATION.--Records collected and computed by Colorado Division of Water Resources and reviewed by Geological Survey.
EXTREMES OUTSIDE PERIOD OF RECORD.--Outstanding floods occurred in 1886 and in October 1911. The flood in 1886 probably exceeded the flood in October 1911 which has probably not yet been exceeded, from information by local residents.
Discharge, cubic feet per second
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
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6.4
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2.3
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e3.5
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e2.3
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e2.1
|
e2.7
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6.8
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31
|
135
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35
|
20
|
10
|
|
8.1
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2.5
|
e3.2
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e2.2
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e2.1
|
e2.7
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8.7
|
29
|
109
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34
|
18
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9.8
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6.5
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2.2
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e3.1
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e2.3
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e1.8
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e3.0
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9.1
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26
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107
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31
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17
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10
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4.3
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2.2
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e2.9
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e2.5
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e1.8
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e3.0
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7.7
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25
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93
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29
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14
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10
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3.7
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e2.3
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e2.8
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e2.4
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e1.6
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e2.9
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7.3
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23
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84
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26
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13
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11
|
|
4.8
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e2.5
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e2.6
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e2.3
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e1.5
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e2.9
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6.9
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22
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67
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24
|
12
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20
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4.3
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e3.0
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e2.5
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e2.1
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e1.5
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e3.2
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6.4
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21
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60
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21
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11
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21
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3.8
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4.3
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e2.7
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e2.1
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e1.6
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e3.4
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5.4
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21
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56
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18
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12
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20
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3.4
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4.5
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e2.5
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e2.2
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e1.8
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e3.4
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6.4
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20
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58
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17
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13
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25
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3.1
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e3.5
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e2.5
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e2.3
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e2.0
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e3.5
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8.8
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20
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59
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16
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23
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108
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3.0
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e3.2
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e2.6
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e2.2
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e2.2
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e3.5
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12
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20
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56
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14
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16
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50
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2.6
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e2.9
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e2.7
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e2.1
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e2.3
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e3.5
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11
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22
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53
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14
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18
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37
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2.5
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e3.2
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e2.8
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e2.2
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e2.4
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e3.8
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11
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27
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46
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13
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14
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32
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2.4
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e3.4
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e2.8
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e2.3
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e2.4
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e4.4
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15
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24
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44
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12
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12
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28
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2.3
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e3.1
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e3.0
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e2.3
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e2.2
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e4.7
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18
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36
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46
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13
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11
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24
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2.2
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e3.2
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e3.2
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e2.1
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e2.2
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e4.7
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16
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38
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47
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13
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9.7
|
21
|
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2.1
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e3.4
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e3.0
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e2.1
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e2.4
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e4.6
|
18
|
57
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43
|
14
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9.5
|
19
|
|
2.1
|
e3.4
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e2.7
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e2.2
|
e2.3
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e4.5
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19
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64
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56
|
14
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8.9
|
17
|
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2.0
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e3.4
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e2.4
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e2.3
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e2.1
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4.4
|
18
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60
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98
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14
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8.8
|
17
|
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2.0
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e3.4
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e2.5
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e2.1
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e2.1
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5.1
|
16
|
67
|
124
|
18
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7.6
|
15
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1.9
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e3.4
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e2.6
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e2.2
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e2.4
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5.3
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16
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61
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84
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14
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7.2
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14
|
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1.9
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e3.4
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e2.4
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e2.2
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e2.4
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4.7
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17
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60
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64
|
12
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7.4
|
14
|
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2.0
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e3.5
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e2.4
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e2.3
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e2.4
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5.7
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17
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76
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58
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11
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7.9
|
11
|
|
2.1
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3.4
|
e2.3
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e2.2
|
e2.7
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6.7
|
15
|
80
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52
|
12
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7.2
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7.5
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2.2
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3.2
|
e2.2
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e2.1
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e2.7
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5.4
|
17
|
99
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48
|
10
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7.0
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7.3
|
|
2.1
|
e2.9
|
e2.2
|
e2.1
|
e2.7
|
5.0
|
22
|
128
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44
|
12
|
7.6
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7.2
|
|
2.5
|
e2.7
|
e2.2
|
e2.2
|
e2.7
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5.2
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28
|
113
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41
|
12
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8.3
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7.3
|
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2.3
|
e2.8
|
e2.2
|
e2.2
|
e2.7
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e3.8
|
28
|
114
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39
|
30
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9.5
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7.1
|
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2.4
|
e3.0
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e2.6
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e1.9
|
---
|
e3.5
|
30
|
134
|
38
|
37
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11
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7.0
|
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2.0
|
e3.2
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e2.3
|
e2.1
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---
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3.7
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31
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179
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39
|
34
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9.8
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6.8
|
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2.2
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---
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e2.3
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e2.1
|
---
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5.1
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---
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171
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---
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25
|
12
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---
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95.2
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93.4
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81.7
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68.2
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61.1
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128.0
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448.5
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1,868
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1,948
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599
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363.4
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594.0
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3.07
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3.11
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2.64
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2.20
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2.18
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4.13
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14.9
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60.3
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64.9
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19.3
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11.7
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19.8
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|
8.1
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4.5
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3.5
|
2.5
|
2.7
|
6.7
|
31
|
179
|
135
|
37
|
23
|
108
|
|
1.9
|
2.2
|
2.2
|
1.9
|
1.5
|
2.7
|
5.4
|
20
|
38
|
10
|
7.0
|
6.8
|
|
189
|
185
|
162
|
135
|
121
|
254
|
890
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3,710
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3,860
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1,190
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721
|
1,180
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STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1923 - 2003, BY WATER YEAR (WY)
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9.85
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7.62
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5.09
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4.55
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4.96
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7.22
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21.5
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53.7
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55.3
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29.0
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20.0
|
12.7
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34.8
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25.3
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10.5
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9.50
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10.0
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12.6
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66.9
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220
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150
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97.0
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65.5
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45.7
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(1924)
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(1924)
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(1971)
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(1962)
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(1962)
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(1960)
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(1932)
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(1941)
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(1941)
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(1941)
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(1936)
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(1929)
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0.91
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0.78
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0.50
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1.60
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2.00
|
3.16
|
4.69
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4.80
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1.29
|
0.30
|
0.000
|
0.070
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(1957)
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(1952)
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(1957)
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(1957)
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(1956)
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(1957)
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(1955)
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(2002)
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(2002)
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(2002)
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(2002)
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(1956)
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(a) WATER YEARS 1923 - 2003
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a Water years 1923-81 and 1999 to current year.
b Also occurred Jul 29-31 and Sep 5-29, 1956, and many days in 2002.
c Maximum daily discharge.
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