LOCATION.--Lat 38°56'20", long 105°00'55", in NW14NE14 sec.8, T.13 S., R.68 W., El Paso County, Hydrologic Unit 11020003, on left bank at upstream side of bridge on Green Mountain Falls Road at Green Mountain Falls, 0.2 mi south of U.S. Highway 24, 0.4 mile upstream from North Catamount Creek, and 1.3 miles downstream from Crystola Creek.
DRAINAGE AREA.--16.6 mi2.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--April 2001 to current year. Site was part of a hydrologic study, water-quality data available, May 1986 to September 1989, published as "Fountain Creek above Green Mountain Falls" (station 385620105005401). For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07099990
GAGE.--Water-stage recorder with satellite telemetry and crest-stage gage. Elevation of gage is 7,740 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 storage reservoirs, diversions for irrigation, ground-water withdrawals, and return flows 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
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0.61
|
0.65
|
0.54
|
0.56
|
0.66
|
e0.67
|
0.78
|
1.6
|
1.4
|
1.4
|
0.98
|
0.66
|
|
0.68
|
0.69
|
0.55
|
0.60
|
0.69
|
e0.66
|
0.77
|
1.6
|
1.2
|
1.0
|
1.1
|
0.62
|
|
0.65
|
0.71
|
0.56
|
0.56
|
e0.68
|
0.65
|
0.76
|
1.6
|
1.0
|
1.1
|
0.94
|
2.5
|
|
0.64
|
0.68
|
0.55
|
0.56
|
e0.66
|
e0.64
|
0.72
|
1.5
|
1.0
|
0.89
|
1.00
|
0.63
|
|
0.67
|
0.72
|
0.57
|
0.56
|
e0.65
|
e0.66
|
0.71
|
1.4
|
1.3
|
0.78
|
1.0
|
0.52
|
|
0.75
|
0.73
|
0.57
|
0.56
|
e0.65
|
0.70
|
0.71
|
1.4
|
1.1
|
0.69
|
1.0
|
0.53
|
|
0.77
|
0.75
|
0.57
|
0.56
|
e0.63
|
0.66
|
0.67
|
1.4
|
1.0
|
0.71
|
0.96
|
2.3
|
|
0.80
|
0.77
|
0.54
|
0.61
|
e0.65
|
0.69
|
0.70
|
1.3
|
0.97
|
0.57
|
1.0
|
0.60
|
|
0.80
|
0.78
|
0.55
|
e0.62
|
e0.67
|
0.67
|
0.80
|
1.3
|
0.88
|
0.50
|
1.2
|
0.42
|
|
0.76
|
0.77
|
0.61
|
e0.62
|
e0.68
|
0.66
|
1.2
|
1.3
|
0.86
|
0.68
|
0.74
|
0.47
|
|
0.65
|
0.71
|
0.57
|
0.62
|
e0.68
|
0.73
|
1.6
|
1.3
|
0.78
|
0.45
|
0.86
|
0.43
|
|
0.63
|
0.66
|
0.58
|
e0.62
|
0.65
|
0.79
|
2.0
|
1.2
|
0.80
|
0.46
|
0.65
|
0.38
|
|
0.64
|
0.68
|
0.55
|
0.61
|
0.66
|
0.90
|
2.8
|
1.2
|
0.78
|
0.51
|
0.48
|
0.35
|
|
0.63
|
0.72
|
0.54
|
0.61
|
0.71
|
0.92
|
2.8
|
1.2
|
0.84
|
0.50
|
0.42
|
0.34
|
|
0.63
|
0.66
|
0.54
|
0.59
|
0.71
|
0.92
|
2.6
|
1.2
|
0.78
|
0.54
|
0.45
|
0.36
|
|
0.64
|
0.64
|
0.54
|
e0.59
|
e0.69
|
0.89
|
2.5
|
1.3
|
0.75
|
0.50
|
0.48
|
0.40
|
|
0.64
|
0.63
|
0.56
|
e0.59
|
e0.70
|
0.92
|
2.5
|
1.3
|
0.90
|
0.52
|
0.47
|
0.45
|
|
0.63
|
0.63
|
0.55
|
e0.59
|
0.72
|
1.3
|
2.4
|
1.2
|
1.1
|
0.55
|
0.93
|
0.41
|
|
0.64
|
0.60
|
e0.54
|
0.59
|
e0.70
|
1.2
|
2.3
|
1.2
|
0.92
|
1.0
|
0.40
|
0.34
|
|
0.67
|
0.59
|
e0.53
|
0.58
|
e0.68
|
0.79
|
2.3
|
1.2
|
1.00
|
0.29
|
0.43
|
0.35
|
|
0.68
|
0.60
|
0.55
|
0.57
|
e0.69
|
0.75
|
2.7
|
1.2
|
0.81
|
0.28
|
0.40
|
0.30
|
|
0.70
|
0.61
|
e0.52
|
0.56
|
e0.70
|
0.78
|
2.8
|
1.2
|
0.89
|
0.29
|
0.34
|
0.37
|
|
0.72
|
0.61
|
e0.52
|
0.58
|
e0.68
|
0.88
|
2.6
|
1.1
|
0.87
|
0.39
|
0.39
|
0.34
|
|
0.72
|
0.60
|
e0.51
|
0.58
|
e0.65
|
0.92
|
2.5
|
1.1
|
0.82
|
0.34
|
1.1
|
0.36
|
|
0.74
|
0.57
|
e0.52
|
0.58
|
e0.64
|
0.95
|
2.3
|
1.2
|
0.89
|
0.32
|
0.30
|
0.40
|
|
0.75
|
0.57
|
e0.55
|
0.60
|
0.65
|
0.94
|
2.0
|
1.2
|
3.0
|
0.33
|
0.35
|
0.46
|
|
0.84
|
0.63
|
e0.57
|
0.62
|
0.67
|
0.86
|
1.8
|
1.1
|
1.5
|
0.33
|
0.45
|
0.52
|
|
0.82
|
0.56
|
0.58
|
0.64
|
e0.67
|
0.70
|
1.8
|
1.1
|
1.1
|
0.40
|
0.55
|
0.50
|
|
0.78
|
0.56
|
0.58
|
0.64
|
---
|
0.90
|
1.8
|
1.2
|
1.2
|
0.63
|
0.66
|
0.48
|
|
0.66
|
0.55
|
0.56
|
0.64
|
---
|
0.85
|
1.8
|
1.2
|
1.9
|
1.0
|
0.65
|
0.49
|
|
0.64
|
---
|
0.57
|
0.65
|
---
|
0.76
|
---
|
1.9
|
---
|
1.0
|
0.95
|
---
|
|
21.58
|
19.63
|
17.14
|
18.46
|
18.87
|
25.31
|
53.72
|
40.2
|
32.34
|
18.95
|
21.63
|
17.28
|
|
0.70
|
0.65
|
0.55
|
0.60
|
0.67
|
0.82
|
1.79
|
1.30
|
1.08
|
0.61
|
0.70
|
0.58
|
|
0.84
|
0.78
|
0.61
|
0.65
|
0.72
|
1.3
|
2.8
|
1.9
|
3.0
|
1.4
|
1.2
|
2.5
|
|
0.61
|
0.55
|
0.51
|
0.56
|
0.63
|
0.64
|
0.67
|
1.1
|
0.75
|
0.28
|
0.30
|
0.30
|
|
43
|
39
|
34
|
37
|
37
|
50
|
107
|
80
|
64
|
38
|
43
|
34
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 2001 - 2003, BY WATER YEAR (WY)
|
|
0.80
|
0.84
|
0.75
|
0.79
|
0.81
|
1.03
|
1.96
|
1.79
|
1.11
|
0.89
|
0.83
|
0.65
|
|
0.90
|
1.03
|
0.95
|
0.98
|
0.95
|
1.24
|
2.58
|
3.08
|
1.66
|
1.60
|
1.32
|
0.88
|
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
(2001)
|
(2001)
|
(2001)
|
(2001)
|
(2001)
|
(2001)
|
|
0.70
|
0.65
|
0.55
|
0.60
|
0.67
|
0.82
|
1.50
|
1.01
|
0.59
|
0.44
|
0.48
|
0.50
|
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2003)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
(2002)
|
a From rating curve extended above 3.9 ft 3/s on basis of slope-conveyance measurement of peak flow.
b From slope-conveyance measurement of peak flow.
|