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USGS
Water Resources of Colorado


WILLIAMS FORK BASIN

09035500 WILLIAMS FORK BELOW STEELMAN CREEK, CO

LOCATION.--Lat 39°46'44", long 105°55'40", in sec.20, T.3 S., R.76 W., Grand County, Hydrologic Unit 14010001, on right bank 700 ft downstream from Steelman Creek and 6.5 mi southeast of Leal.

DRAINAGE AREA.--16.3 mi2.

PERIOD OF RECORD.--July 1933 to September 1941, published as Williams River below Steelman Creek. October 1965 to current year. 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=09035500

REVISED RECORDS.--WSP 1313: 1937(M).

GAGE.--Water-stage recorder. Elevation of gage is 9,800 ft above NGVD of 1929, from topographic map. Prior to July 21, 1933, nonrecording gage, and
July 21, 1933 to Sept. 30, 1941, water-stage recorder at site 600 ft upstream at different datum.

REMARKS.--Records good except for estimated daily discharges, which are poor. Transmountain diversions upstream from station through August P. Gumlick Tunnel (station 09035000) since May 10, 1940. 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

0.82

e0.65

e0.87

e0.56

e0.50

e0.73

e0.70

7.5

333

110

1.7

1.4

2

1.9

e0.65

e0.91

e0.56

e0.57

e0.70

e1.0

6.8

251

106

1.6

1.2

3

1.2

e0.65

e0.76

e0.56

e0.57

e0.68

e1.4

6.5

219

102

2.1

1.3

4

2.4

e0.66

e0.71

e0.62

e0.52

e0.69

e1.7

6.5

200

97

2.1

1.4

5

1.2

e0.67

e0.58

e0.61

e0.53

e0.69

e1.8

6.3

173

91

1.6

1.2

6

1.1

e0.68

e0.63

e0.54

e0.53

e0.73

e1.9

6.1

143

70

1.5

1.5

7

2.9

e0.71

e0.59

e0.46

e0.50

e0.75

e1.9

6.0

126

35

1.5

1.8

8

2.2

e0.72

e0.51

e0.48

e0.49

e0.86

e1.8

6.0

120

5.3

1.5

1.6

9

2.5

e0.72

e0.51

e0.51

e0.49

e0.90

e1.8

5.8

140

4.6

1.4

3.4

10

0.94

e0.72

e0.51

e0.51

e0.44

e0.90

e1.8

6.1

168

16

1.9

11

11

2.3

e0.73

e0.51

e0.44

e0.44

e0.91

e2.5

5.8

181

3.9

1.3

2.1

12

0.92

e0.73

e0.52

e0.44

e0.44

e0.92

e3.4

6.6

184

3.5

1.2

1.9

13

0.84

e0.70

e0.61

e0.44

e0.66

e0.92

e4.3

10

172

3.3

1.2

1.7

14

2.6

e0.67

e0.73

e0.44

e0.67

e0.93

e5.1

14

183

16

1.1

1.6

15

2.0

e0.64

e0.78

e0.44

e0.66

e0.94

e5.7

21

195

4.0

1.0

1.5

16

0.81

e0.64

e0.79

e0.44

e0.80

e0.86

e5.0

30

193

3.7

3.2

1.4

17

0.76

e0.74

e0.80

e0.44

e0.83

e0.79

e4.5

53

188

9.3

3.1

1.4

18

0.73

e0.86

e0.73

e0.44

e0.83

e0.74

e4.3

70

195

3.0

4.0

1.4

19

0.65

e0.86

e0.70

e0.44

e0.84

e0.69

e4.1

64

198

2.9

1.9

1.4

20

0.56

e0.84

e0.59

e0.44

e0.82

e0.73

e3.7

58

189

2.9

1.5

1.3

21

0.64

e0.79

e0.52

e0.44

e0.80

e0.75

e3.8

74

177

14

1.3

1.3

22

e0.72

e0.79

e0.47

e0.44

e0.77

e0.78

e3.9

98

168

2.6

1.3

1.3

23

e0.77

e0.79

e0.45

e0.44

e0.75

e0.78

e3.6

121

166

2.3

1.7

1.2

24

e0.75

e0.67

e0.44

e0.49

e0.72

e0.90

e2.5

134

152

12

1.8

1.2

25

e0.68

e0.58

e0.45

e0.49

e0.70

e0.93

e3.6

147

135

2.2

2.0

1.5

26

e0.65

e0.56

e0.45

e0.42

e0.69

e0.93

e4.7

153

124

2.3

1.7

1.6

27

e0.64

e0.56

e0.49

e0.39

e0.68

e0.79

e6.2

186

121

2.2

1.4

1.2

28

e0.62

e0.74

e0.56

e0.35

e0.68

e0.57

e6.8

224

120

14

1.3

1.4

29

e0.62

e0.72

e0.57

e0.35

---

e0.56

7.1

262

118

2.0

1.3

2.7

30

e0.63

e0.78

e0.59

e0.35

---

e0.55

7.6

265

113

1.8

1.8

11

31

e0.64

---

e0.59

e0.51

---

e0.57

---

303

---

1.8

1.7

---

TOTAL

36.69

21.22

18.92

14.48

17.92

24.17

108.20

2,363.0

5,145

746.6

53.7

65.9

MEAN

1.18

0.71

0.61

0.47

0.64

0.78

3.61

76.2

172

24.1

1.73

2.20

MAX

2.9

0.86

0.91

0.62

0.84

0.94

7.6

303

333

110

4.0

11

MIN

0.56

0.56

0.44

0.35

0.44

0.55

0.70

5.8

113

1.8

1.0

1.2

AC-FT

73

42

38

29

36

48

215

4,690

10,210

1,480

107

131

a

294

222

167

169

115

109

40

0

0

2,388

1,035

978

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1934 - 2003, BY WATER YEAR (WY)
MEAN

5.37

3.51

2.44

2.05

1.95

2.02

3.80

32.9

116

55.7

11.7

6.84

MAX

16.3

8.07

4.85

4.30

4.02

4.99

10.6

89.2

213

200

44.5

18.4

(WY)

(1985)

(1938)

(1996)

(1939)

(1999)

(1999)

(1992)

(1936)

(1938)

(1995)

(1983)

(1984)

MIN

0.98

0.58

0.39

0.31

0.30

0.35

0.61

5.45

5.83

1.07

0.67

0.68

(WY)

(1967)

(1987)

(1987)

(1978)

(1978)

(1987)

(1973)

(1991)

(2002)

(2002)

(2002)

(2002)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1934 - 2003
ANNUAL TOTAL
718.34
b8,615.80
ANNUAL MEAN
1.97
b23.6
c26.4
HIGHEST ANNUAL MEAN
39.0 1995
LOWEST ANNUAL MEAN
2.41 2002
HIGHEST DAILY MEAN
32 Jun 3
333 Jun 1
395 Jul 12, 1995
LOWEST DAILY MEAN
0.40 Aug 28
e0.35 Jan 28
0.20 Mar 6, 1967
ANNUAL SEVEN-DAY MINIMUM
0.44 Aug 23
e0.41 Jan 24
0.27 Feb 13, 1971
MAXIMUM PEAK FLOW
431 May 31
d516 Jul 11, 1995
MAXIMUM PEAK STAGE
5.27 May 31
f5.64 Jul 11, 1995
ANNUAL RUNOFF (AC-FT)
1,420
b17,090
c19,130
10 PERCENT EXCEEDS
3.7
120
68
50 PERCENT EXCEEDS
1.1
1.2
3.5
90 PERCENT EXCEEDS
0.56
0.51
0.60

e Estimated.
a Diversions in acre-feet, through August P. Gumlick Tunnel, provided by Denver Water Board.
b Does not include diversions through August P. Gumlick Tunnel.
c Includes diversions to August P. Gumlick Tunnel.
d From rating curve extended above 250 ft3/s.
f Maximum gage height, 6.96 ft, May 15, 1984, backwater from ice.


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Water Resources of Colorado
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