LOCATION.--Lat 39°58'34", long 105°07'00", in NW14SE14 sec.9, T.1 S., R.69 W., Boulder County, Hydrologic Unit 10190005, on left bank on upstream side of County road 62 bridge, and 1.1 mi northeast of Louisville.
DRAINAGE AREA.--32.0 mi2 (revised).
PERIOD OF RECORD.--July 1997 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=06730400
GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 5,280 ft above NGVD of 1929, from topographic map.
REMARKS.--Records fair except for estimated daily discharges, which are poor. Natural flow of stream affected by diversions for irrigation, and return flow from irrigated areas. 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
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2.5
|
0.29
|
0.21
|
0.02
|
0.11
|
0.03
|
11
|
8.2
|
5.8
|
6.3
|
0.89
|
0.06
|
|
5.4
|
0.31
|
0.24
|
0.03
|
0.08
|
0.10
|
10
|
6.8
|
4.6
|
6.0
|
0.78
|
0.03
|
|
1.5
|
0.36
|
0.20
|
0.05
|
0.09
|
0.11
|
9.9
|
4.4
|
4.1
|
5.8
|
0.70
|
0.03
|
|
1.4
|
0.29
|
0.17
|
0.07
|
0.05
|
0.03
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6.1
|
4.6
|
4.0
|
4.8
|
0.55
|
0.04
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|
1.3
|
0.33
|
0.15
|
0.09
|
0.07
|
0.05
|
5.0
|
4.8
|
3.8
|
2.6
|
0.49
|
0.05
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|
1.3
|
0.38
|
0.12
|
0.11
|
0.05
|
0.03
|
8.7
|
4.2
|
3.6
|
1.6
|
0.54
|
0.05
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|
1.3
|
0.32
|
0.09
|
0.07
|
0.03
|
0.11
|
5.2
|
4.1
|
4.7
|
1.4
|
0.62
|
0.08
|
|
1.4
|
0.59
|
0.10
|
0.08
|
0.03
|
0.13
|
5.0
|
3.5
|
2.7
|
1.4
|
1.0
|
0.11
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|
1.6
|
0.84
|
0.08
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0.05
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0.03
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0.10
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6.6
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4.5
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2.2
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1.8
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1.7
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0.11
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|
1.5
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0.73
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0.05
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0.03
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0.02
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0.16
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5.4
|
14
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2.6
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1.9
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0.84
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0.09
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|
1.4
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0.61
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0.04
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0.03
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0.02
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0.21
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4.7
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4.9
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2.3
|
1.8
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0.91
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0.07
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|
1.3
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0.45
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0.04
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0.03
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0.04
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0.27
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4.2
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4.1
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2.6
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2.1
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0.85
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0.07
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1.1
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0.51
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0.04
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0.04
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0.04
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0.34
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5.5
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4.0
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2.9
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2.1
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0.70
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0.06
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|
1.0
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0.67
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0.04
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0.07
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0.07
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0.37
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12
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3.9
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3.0
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1.9
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0.53
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0.08
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0.96
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0.66
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0.04
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0.05
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0.06
|
0.44
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8.6
|
3.9
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3.4
|
1.8
|
0.59
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0.10
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|
0.87
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0.52
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0.07
|
0.03
|
0.06
|
0.34
|
6.3
|
4.7
|
3.6
|
1.8
|
0.50
|
0.14
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|
0.82
|
0.55
|
0.08
|
0.04
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0.06
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1.1
|
4.8
|
4.8
|
8.9
|
1.7
|
0.26
|
0.88
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|
0.82
|
0.44
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0.07
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0.03
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0.06
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3.0
|
4.4
|
3.7
|
15
|
1.9
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2.0
|
0.86
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|
0.80
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0.44
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0.04
|
0.06
|
0.09
|
2.7
|
19
|
2.9
|
12
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4.3
|
1.3
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0.31
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|
0.81
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0.50
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0.06
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0.06
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0.07
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4.5
|
13
|
2.7
|
6.9
|
1.8
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0.92
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0.27
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|
0.84
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0.53
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0.03
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0.06
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0.08
|
6.5
|
7.4
|
2.9
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7.0
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1.6
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0.86
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0.32
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|
0.70
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0.42
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0.03
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0.04
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0.07
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6.0
|
5.6
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3.2
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6.4
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1.7
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0.97
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0.34
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|
0.53
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0.43
|
0.02
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0.07
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0.03
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6.8
|
9.3
|
4.1
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7.0
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1.7
|
0.87
|
0.69
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|
0.49
|
0.32
|
0.03
|
0.10
|
0.03
|
5.7
|
18
|
3.7
|
7.5
|
1.7
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0.95
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1.4
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|
0.56
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0.29
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0.04
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0.10
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0.02
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5.0
|
8.1
|
3.3
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6.6
|
1.6
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0.95
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1.7
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|
0.63
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0.14
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0.08
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0.11
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0.04
|
10
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7.6
|
5.5
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6.0
|
1.6
|
0.66
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1.7
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|
0.65
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0.11
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0.03
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0.17
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0.05
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14
|
8.3
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9.1
|
5.9
|
1.5
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0.72
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1.7
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|
0.56
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0.13
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0.02
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0.12
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0.06
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7.6
|
8.1
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8.0
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6.0
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1.5
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0.76
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1.6
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0.86
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0.24
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0.02
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0.10
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---
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5.4
|
8.1
|
16
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6.1
|
1.4
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2.0
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1.5
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0.38
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0.22
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0.02
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0.09
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---
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5.7
|
12
|
13
|
6.4
|
1.1
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9.0
|
1.6
|
|
0.30
|
---
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0.02
|
0.11
|
---
|
e10
|
---
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9.0
|
---
|
1.3
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0.19
|
---
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35.58
|
12.62
|
2.27
|
2.11
|
1.51
|
96.82
|
247.9
|
176.5
|
163.6
|
71.5
|
34.60
|
16.04
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|
1.15
|
0.42
|
0.073
|
0.068
|
0.054
|
3.12
|
8.26
|
5.69
|
5.45
|
2.31
|
1.12
|
0.53
|
|
5.4
|
0.84
|
0.24
|
0.17
|
0.11
|
14
|
19
|
16
|
15
|
6.3
|
9.0
|
1.7
|
|
0.30
|
0.11
|
0.02
|
0.02
|
0.02
|
0.03
|
4.2
|
2.7
|
2.2
|
1.1
|
0.19
|
0.03
|
|
71
|
25
|
4.5
|
4.2
|
3.0
|
192
|
492
|
350
|
325
|
142
|
69
|
32
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1997 - 2003, BY WATER YEAR (WY)
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|
2.58
|
2.17
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1.86
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1.51
|
1.43
|
2.83
|
12.3
|
13.1
|
7.02
|
2.76
|
4.14
|
2.10
|
|
3.85
|
3.42
|
3.23
|
2.45
|
2.44
|
6.17
|
36.1
|
34.9
|
13.2
|
4.25
|
14.5
|
3.10
|
|
(1998)
|
(2000)
|
(2000)
|
(2000)
|
(2000)
|
(1998)
|
(1998)
|
(1999)
|
(1999)
|
(1999)
|
(1999)
|
(2000)
|
|
1.15
|
0.42
|
0.073
|
0.068
|
0.054
|
1.28
|
1.08
|
2.03
|
1.11
|
0.69
|
0.32
|
0.53
|
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2001)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
(2003)
|
a Also occurred Aug 1, 7, 10-13, 22-23, 2002.
b From rating curve extended above 150 ft 3/s.
|