LOCATION.--Lat 39°48'36", long 104°57'00", in SE14NW14NW14 sec.12, T.3 S., R.68 W., Adams County, Hydrologic Unit 10190003, on left bank 800 ft upstream from mouth and 50 ft upstream from confluence of Burlington Ditch and Sand Creek in northeast corner of Metro Wastewater Plant.
DRAINAGE AREA.--184 mi2 (revised).
PERIOD OF RECORD.--January 1992 to current year. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=394839104570300
GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 5,120 ft above NGVD of 1929, from topographic map. Prior to Mar 1, 2000, at site 400 ft downstream at different datum. Supplementary recorder on Burlington Ditch return flows, 50 ft downstream from gage.
REMARKS.--Records poor. Records include return flows from Burlington ditch. 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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|
|
|
|
|
|
|
|
|
|
|
|
|
45
|
16
|
13
|
12
|
12
|
e89
|
48
|
e38
|
e179
|
e137
|
e102
|
102
|
|
99
|
15
|
13
|
12
|
13
|
e91
|
37
|
27
|
e200
|
e123
|
e97
|
42
|
|
44
|
23
|
14
|
12
|
24
|
e88
|
30
|
24
|
e113
|
e127
|
e80
|
152
|
|
24
|
19
|
13
|
12
|
18
|
e76
|
37
|
21
|
e94
|
e129
|
e102
|
27
|
|
17
|
14
|
12
|
12
|
14
|
e75
|
29
|
21
|
e106
|
e126
|
e99
|
15
|
|
16
|
15
|
12
|
12
|
14
|
e85
|
51
|
20
|
e46
|
e126
|
e94
|
15
|
|
15
|
14
|
13
|
12
|
12
|
e71
|
32
|
21
|
e210
|
e129
|
e94
|
20
|
|
15
|
e24
|
13
|
11
|
12
|
e70
|
29
|
20
|
e38
|
e123
|
e107
|
17
|
|
14
|
e13
|
13
|
12
|
11
|
e66
|
26
|
e68
|
19
|
e90
|
e95
|
12
|
|
15
|
13
|
12
|
12
|
12
|
e67
|
23
|
e441
|
e57
|
e104
|
e80
|
10
|
|
15
|
13
|
12
|
11
|
12
|
e57
|
22
|
e200
|
e16
|
e87
|
e52
|
10
|
|
15
|
13
|
13
|
12
|
12
|
34
|
22
|
e136
|
13
|
e62
|
e64
|
9.4
|
|
16
|
13
|
13
|
70
|
12
|
26
|
22
|
e59
|
14
|
e65
|
e13
|
9.5
|
|
17
|
13
|
13
|
73
|
12
|
13
|
92
|
e71
|
e26
|
e52
|
e9.3
|
9.5
|
|
16
|
13
|
13
|
13
|
31
|
14
|
89
|
e35
|
17
|
e94
|
e41
|
9.8
|
|
16
|
14
|
13
|
12
|
39
|
16
|
166
|
e52
|
16
|
e116
|
e56
|
10
|
|
17
|
14
|
13
|
12
|
12
|
67
|
94
|
e62
|
e66
|
e117
|
e31
|
13
|
|
17
|
14
|
13
|
12
|
12
|
168
|
24
|
e127
|
e203
|
e126
|
e106
|
9.3
|
|
16
|
14
|
12
|
12
|
12
|
58
|
92
|
e135
|
e80
|
e385
|
e123
|
11
|
|
17
|
14
|
12
|
12
|
12
|
149
|
40
|
e43
|
e55
|
e170
|
e49
|
10
|
|
17
|
14
|
12
|
12
|
12
|
322
|
36
|
e29
|
e38
|
e139
|
e41
|
9.9
|
|
18
|
14
|
12
|
12
|
12
|
410
|
27
|
e20
|
e26
|
e129
|
e46
|
9.5
|
|
17
|
14
|
12
|
12
|
13
|
375
|
331
|
19
|
16
|
e114
|
e55
|
8.6
|
|
16
|
14
|
12
|
11
|
e13
|
212
|
612
|
18
|
14
|
e114
|
e60
|
8.5
|
|
15
|
15
|
e12
|
12
|
e11
|
146
|
110
|
e30
|
14
|
e82
|
e63
|
8.4
|
|
15
|
15
|
e12
|
12
|
e21
|
155
|
57
|
e49
|
14
|
e66
|
e108
|
9.1
|
|
24
|
14
|
e12
|
11
|
28
|
159
|
44
|
19
|
13
|
e126
|
e144
|
11
|
|
17
|
14
|
11
|
12
|
50
|
77
|
33
|
17
|
13
|
e117
|
147
|
9.2
|
|
92
|
14
|
12
|
11
|
---
|
53
|
e41
|
e28
|
e91
|
e109
|
160
|
9.4
|
|
51
|
13
|
12
|
12
|
---
|
41
|
e74
|
e157
|
e138
|
e112
|
353
|
8.8
|
|
21
|
---
|
12
|
12
|
---
|
e45
|
---
|
e189
|
---
|
e102
|
377
|
---
|
|
769
|
442
|
386
|
487
|
468
|
3,375
|
2,370
|
2,196
|
1,945
|
3,698
|
3,048.3
|
605.9
|
|
24.8
|
14.7
|
12.5
|
15.7
|
16.7
|
109
|
79.0
|
70.8
|
64.8
|
119
|
98.3
|
20.2
|
|
99
|
24
|
14
|
73
|
50
|
410
|
612
|
441
|
210
|
385
|
377
|
152
|
|
14
|
13
|
11
|
11
|
11
|
13
|
22
|
17
|
13
|
52
|
9.3
|
8.4
|
|
1,530
|
877
|
766
|
966
|
928
|
6,690
|
4,700
|
4,360
|
3,860
|
7,330
|
6,050
|
1,200
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1992 - 2003, BY WATER YEAR (WY)
|
|
36.8
|
24.8
|
19.6
|
17.6
|
28.1
|
44.8
|
60.9
|
79.6
|
77.2
|
110
|
102
|
58.9
|
|
107
|
49.0
|
35.5
|
27.7
|
102
|
124
|
168
|
150
|
137
|
260
|
204
|
162
|
|
(1998)
|
(1998)
|
(1998)
|
(1997)
|
(1997)
|
(1997)
|
(1999)
|
(2001)
|
(1995)
|
(1997)
|
(1997)
|
(1997)
|
|
17.8
|
14.7
|
12.5
|
12.9
|
14.6
|
13.6
|
25.2
|
46.1
|
33.9
|
32.0
|
30.9
|
16.9
|
|
(1993)
|
(2003)
|
(2003)
|
(1995)
|
(1995)
|
(1995)
|
(1996)
|
(1993)
|
(1996)
|
(2002)
|
(2002)
|
(1992)
|
a From rating curve extended above 500 ft 3/s.
b Maximum gage height, 13.18 ft, Jul 31, 1999, backwater from construction, site and datum then in use.
|