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USGS
Water Resources of Colorado


WILLIAMS FORK BASIN

09037500 WILLIAMS FORK NEAR PARSHALL, CO

LOCATION.--Lat 40°00'01", long 106°10'45", in SW 14 SW 14 sec.31, T.1 N., R.78 W., Grand County, Hydrologic Unit 14010001, on left bank 30 ft downstream from bridge on State Highway 286, 3.7 mi downstream from Skylark Creek, 3.9 mi south of Parshall, and 4.2 mi upstream from Williams Fork Reservoir Dam.

DRAINAGE AREA.--184 mi2.

PERIOD OF RECORD.--July 1904 to September 1924, June 1933 to current year. Records since May 10, 1940, equivalent to earlier records if diversion to August P. Gumlick Tunnel is added to flow past station. Published as "near (Hot) Sulphur Springs", 1904-12, and as Williams River near Parshall,
June 1933 to September 1958. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09037500

REVISED RECORDS.--WSP 1243: 1918. WSP 2124: Drainage area.

GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 7,808.95 ft above NGVD of 1929, (Denver Board of Water Commissioners Datum). See WSP 1733 for history of changes prior to Aug. 9, 1938. Aug. 10, 1938 to Aug. 19, 1983, gage located on right bank at present datum. Aug. 19, 1983 to May 14, 1991, gage located 120 ft downstream of present site on left bank at present datum.

REMARKS.--Records fair except for estimated daily discharges, which are poor. Transmountain diversion upstream from station through August P. Gumlick Tunnel (station 09035000). Diversions for irrigation of about 1,300 acres upstream from station, and about 2,500 acres downstream from station. About 150 acres upstream from station irrigated by diversions into the drainage area. 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

25

38

e38

e31

e30

e31

35

136

e1,500

407

21

42

2

25

38

e38

e31

e30

e31

39

124

e1,260

380

21

37

3

26

36

e38

e32

e30

e31

40

130

e1,160

340

21

35

4

26

e35

e37

e32

e29

e31

38

144

e1,040

272

27

37

5

24

e35

e37

e31

e29

e31

36

125

e952

216

21

34

6

15

e36

e37

e31

e29

e31

35

115

e873

194

21

39

7

15

e36

e37

e30

e29

e31

33

114

e811

153

21

52

8

15

e36

e36

e30

e30

e31

33

120

e739

105

21

71

9

15

e37

e36

e30

e30

e31

35

114

e768

81

21

97

10

14

e37

e36

e30

e30

e31

43

125

e808

73

21

95

11

14

e37

e36

e30

e30

e32

54

106

e833

67

23

107

12

14

e36

e35

e30

e30

e32

68

117

e830

51

23

88

13

14

e36

e36

e30

e30

e32

77

e158

e818

41

23

78

14

21

e36

e36

e30

e30

e32

95

e192

e822

34

23

72

15

34

e34

e36

e30

e30

e32

102

e248

e819

31

22

67

16

35

e36

e35

e30

e30

e32

86

e284

e786

26

24

59

17

34

e36

e35

e30

e30

e32

86

e364

e773

24

55

56

18

34

e36

e35

e31

e30

e32

84

e418

e773

25

90

59

19

33

e35

e34

e31

e30

e32

74

e438

e783

24

68

61

20

32

e36

e34

e31

e30

e32

70

e439

e763

24

71

58

21

32

e36

e34

e31

e30

e33

74

e442

e735

23

61

54

22

33

e35

e33

e30

e31

e32

80

e441

e714

24

38

50

23

37

e36

e32

e30

e31

e32

87

e523

e655

23

40

44

24

37

e36

e32

e30

e31

e32

76

e610

e643

22

88

e42

25

35

e36

e32

e30

e31

e32

82

e723

e588

22

70

39

26

34

e34

e32

e30

e31

e31

108

e707

526

23

70

43

27

35

e36

e31

e30

e31

31

132

e729

500

24

52

47

28

34

e36

e31

e30

e31

30

143

e1,060

469

23

48

46

29

34

e37

e31

e30

---

30

149

1,210

457

26

42

45

30

30

e37

e31

e29

---

32

146

e1,300

428

22

46

46

31

35

---

e31

e30

---

32

---

e1,310

---

21

53

---

TOTAL

841

1,081

1,072

941

843

977

2,240

13,066

23,626

2,821

1,246

1,700

MEAN

27.1

36.0

34.6

30.4

30.1

31.5

74.7

421

788

91.0

40.2

56.7

MAX

37

38

38

32

31

33

149

1,310

1,500

407

90

107

MIN

14

34

31

29

29

30

33

106

428

21

21

34

AC-FT

1,670

2,140

2,130

1,870

1,670

1,940

4,440

25,920

46,860

5,600

2,470

3,370

a

294

222

167

169

115

109

40

0

0

2,388

1,035

978

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

60.0

50.9

42.1

37.0

35.1

39.4

79.8

271

554

212

85.9

61.8

MAX

151

80.9

65.6

59.5

53.9

87.8

199

711

1,243

855

245

153

(WY)

(1962)

(1985)

(1985)

(1910)

(1912)

(1910)

(1962)

(1984)

(1918)

(1983)

(1984)

(1909)

MIN

17.6

32.5

26.8

22.6

22.6

21.5

29.9

28.9

38.6

15.9

13.8

11.1

(WY)

(1956)

(1982)

(1950)

(1964)

(1964)

(1971)

(1981)

(1963)

(1954)

(2002)

(1988)

(1966)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1905 - 2003
ANNUAL TOTAL
12,862
50,454
ANNUAL MEAN
35.2
b146
b133
HIGHEST ANNUAL MEAN
c248 1984
LOWEST ANNUAL MEAN
c38.4 2002
HIGHEST DAILY MEAN
180 Jun 1
e1,500 Jun 1
d2,520 Jun 14, 1918
LOWEST DAILY MEAN
13 Jul 18
14 Oct 10
f4.8 May 6, 1972
ANNUAL SEVEN-DAY MINIMUM
13 Aug 24
14 Oct 7
5.1 May 6, 1972
MAXIMUM PEAK FLOW
not determined
d2,620 Jun 14, 1918
MAXIMUM PEAK STAGE
not determined
6.05 Jun 14, 1918
ANNUAL RUNOFF (AC-FT)
25,510
b105,800
b96,360
10 PERCENT EXCEEDS
70
481
342
50 PERCENT EXCEEDS
30
35
52
90 PERCENT EXCEEDS
14
24
29

e Estimated.
a Diversions in acre-ft through August P. Gumlick Tunnel provided by Denver Water Board.
b Includes diversions through August P. Gumlick Tunnel.
c Does not include diversions through August P. Gumlick Tunnel.
d Site and datum then in use, from rating curve extended above 1,400 ft3/s.
f Also occurred May 8-10, 1972.


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