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USGS
Water Resources of Colorado


GREEN RIVER BASIN

09242500 ELK RIVER NEAR MILNER, CO

LOCATION.--Lat 40°30'53", long 106°57'12", in NW14NW14 sec.5, T.6 N., R.85 W., Routt County, Hydrologic Unit 14050001, on left bank 30 ft downstream from bridge on County Road 44, 2.5 mi upstream from mouth, and 3.2 mi east of Milner.

DRAINAGE AREA.--460 mi2.

PERIOD OF RECORD.--May 1904 to September 1927 (published as "near Trull"). April 1990 to current year. Records for 1910-27 furnished by State Engineer of Colorado. Monthly discharge only for some periods, published in WSP 1313. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09242500

REVISED RECORDS.--WDR CO-98-2:1997 (M). WDR CO-00-2: Drainage area.

GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 6,590 ft above NGVD of 1929, from topographic map. May 1904 to Sept. 1909, nonrecording gage, at different datum, Oct. 1910 to Sept. 1927, water-stage recorder at different datum.

REMARKS.--Records good except for estimated daily discharges, which are poor. During high flows, channel overflow may occur and cause some streamflow to bypass gage. Diversions upstream from station for irrigation of about 6,500 acres upstream from and about 1,000 acres downstream from station. Natural flow of stream affected by storage in Lester Creek Reservoir (known also as Pearl lake), capacity, 5,660 acre-ft, since 1963, and Steamboat lake, capacity, 23,060 acre-ft, since 1968. 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
DAILY MEAN VALUES
DAY
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
1

85

91

e104

e52

e76

e71

252

1,090

4,960

933

136

68

2

80

96

e103

e54

e79

e71

377

923

4,410

880

124

62

3

124

81

101

e54

e77

e72

360

963

3,730

769

125

57

4

137

72

90

e50

e76

e71

240

1,030

3,150

669

131

56

5

121

91

82

e53

e77

e71

219

987

2,710

616

129

56

6

115

83

84

e53

e72

e70

218

830

2,350

552

116

55

7

112

81

e92

e50

e68

e70

194

814

2,090

498

107

66

8

120

94

91

e48

e77

e76

180

839

1,960

455

107

77

9

125

102

91

e49

e75

e75

225

830

2,220

416

114

71

10

115

98

e85

e52

e70

e83

324

798

2,420

367

127

83

11

112

97

e81

e58

e72

e86

448

731

3,050

330

123

139

12

104

94

e75

e58

e71

e99

548

716

2,680

306

122

120

13

93

97

e75

e57

e75

e108

641

951

2,170

280

124

98

14

90

95

e68

e57

e80

e114

852

1,170

2,170

264

126

83

15

92

91

e75

e56

e78

e126

1,000

1,640

2,270

255

116

73

16

88

83

e69

e53

e72

e132

795

1,960

2,290

244

111

60

17

86

86

e72

e54

e72

e134

724

2,560

1,910

234

120

53

18

83

92

e61

e55

e69

e142

715

2,820

1,780

229

169

64

19

80

96

e52

e53

e72

e158

609

2,550

1,860

252

175

82

20

78

89

e50

e56

e72

122

576

2,430

1,890

263

137

79

21

77

90

e54

e58

e77

128

658

2,540

1,690

276

108

80

22

76

86

e51

e61

e72

131

768

2,740

1,550

227

106

72

23

86

88

e47

e60

e74

148

864

3,010

1,580

198

127

69

24

90

94

e51

e61

e78

227

746

3,600

1,470

184

129

65

25

93

85

e49

e67

e77

200

892

3,900

1,250

174

146

61

26

90

63

e50

e66

e72

210

1,100

3,580

1,010

170

170

57

27

85

78

e52

e66

e74

208

1,180

3,900

996

165

141

62

28

85

e95

e47

e66

e74

169

1,240

4,340

1,060

157

111

62

29

89

e102

e47

e70

---

149

1,330

4,640

1,060

165

106

62

30

88

e104

e49

e75

---

155

1,320

4,640

977

165

97

63

31

85

---

e43

e76

---

160

---

4,540

---

141

85

---

TOTAL

2,984

2,694

2,141

1,798

2,078

3,836

19,595

68,062

64,713

10,834

3,865

2,155

MEAN

96.3

89.8

69.1

58.0

74.2

124

653

2,196

2,157

349

125

71.8

MAX

137

104

104

76

80

227

1,330

4,640

4,960

933

175

139

MIN

76

63

43

48

68

70

180

716

977

141

85

53

AC-FT

5,920

5,340

4,250

3,570

4,120

7,610

38,870

135,000

128,400

21,490

7,670

4,270

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1905 - 2003, BY WATER YEAR (WY)
MEAN

141

110

91.6

87.0

90.0

167

727

2,096

2,165

659

164

112

MAX

424

234

154

135

145

320

1,214

3,977

3,824

1,940

445

518

(WY)

(1919)

(1919)

(1998)

(1998)

(1921)

(1916)

(1919)

(1920)

(1917)

(1917)

(1912)

(1997)

MIN

58.9

58.0

48.8

51.5

45.9

52.0

377

940

749

88.2

30.3

33.1

(WY)

(1993)

(1991)

(1993)

(1992)

(1991)

(1991)

(1995)

(1990)

(2002)

(2002)

(2002)

(1994)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1905 - 2003
ANNUAL TOTAL
85,074.2
184,755
ANNUAL MEAN
233
506
557
HIGHEST ANNUAL MEAN
886 1917
LOWEST ANNUAL MEAN
230 2002
HIGHEST DAILY MEAN
1,900 May 31
4,960 Jun 1
5,350 Jun 15, 1921
LOWEST DAILY MEAN
3.7 Sep 5
e43 Dec 31
3.7 Sep 5, 2002
ANNUAL SEVEN-DAY MINIMUM
5.3 Sep 1
48 Dec 25
5.3 Sep 1, 2002
MAXIMUM PEAK FLOW
5,170 Jun 1
a5,740 Jun 3, 1997
MAXIMUM PEAK STAGE
7.04 Jun 1
b7.18 Jun 3, 1997
ANNUAL RUNOFF (AC-FT)
168,700
366,500
403,500
10 PERCENT EXCEEDS
740
1,730
1,910
50 PERCENT EXCEEDS
81
104
130
90 PERCENT EXCEEDS
43
57
63

e Estimated.
a Peak discharge includes 370 ft3/s overflow that bypassed the main channel.
b Gage height reflects the discharge flowing in the main channel (5,370 ft3/s).


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U.S. Geological Survey
Water Resources of Colorado
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Last Modified: April 29, 2004