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USGS
Water Resources of Colorado


FRASER RIVER BASIN

09024000 FRASER RIVER AT WINTER PARK, CO

LOCATION.--Lat 39°54'00", long 105°46'34", in SE14 sec.4, T.2 S., R.75 W., Grand County, Hydrologic Unit 14010001, on left bank 500 ft downstream from bridge on U.S. Highway 40, 1.4 mi south of Winter Park, 2.0 mi upstream from Vasquez Creek, 3.5 mi downstream from point of diversion for Moffat water tunnel, and 3.9 mi southeast of Fraser.

DRAINAGE AREA.--27.6 mi2.

PERIOD OF RECORD.--September 1910 to current year. Monthly discharge only for some periods, published in WSP 1313. Published as "near Arrow" 1910-23, as "near West Portal" 1924-39, and as "near Winter Park" 1990-1992. Records since June 9, 1936, equivalent to earlier records if transmountain diversions are added to flow past station. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09024000

REVISED RECORDS.--WSP 929: Drainage area. WDR CO-89-2: 1988 (M).

GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 8,906.23 ft above NGVD of 1929, Colorado State Highway Datum (levels by U.S. Geological Survey). Sept. 23, 1910 to May 12, 1916, nonrecording gage at trail bridge 0.6 mi upstream at different datum.

REMARKS.--Records fair except for estimated daily discharges, which are poor. Transmountain diversions upstream from station through Berthoud Pass ditch (see elsewhere in this report) and to Moffat water tunnel (not known 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

4.8

4.2

3.5

6.0

5.2

e4.7

7.6

17

230

40

12

12

2

4.5

3.9

3.7

6.8

5.2

e4.8

7.9

e16

131

30

12

13

3

5.4

5.0

3.7

6.0

5.5

e4.8

7.7

e17

81

14

12

11

4

4.7

e6.0

3.6

6.1

e5.0

e4.9

6.9

e16

55

13

12

11

5

4.6

4.0

3.6

6.3

e4.8

e4.9

6.9

e15

e54

12

12

12

6

4.6

e3.9

3.5

6.2

e4.8

e5.0

6.4

e14

48

12

12

12

7

4.2

e3.8

e3.7

e6.2

e4.7

5.0

6.5

e14

47

13

12

14

8

4.0

3.7

e3.8

e6.2

e4.7

5.1

7.8

e13

40

12

12

13

9

3.8

3.9

e4.0

e6.3

e4.7

4.9

7.8

e12

37

12

12

14

10

3.7

e3.8

e4.1

e6.4

e4.6

5.1

9.1

e11

35

12

12

13

11

3.9

e3.7

4.2

6.5

4.6

5.3

9.9

e12

53

12

13

12

12

4.0

e3.6

e4.5

6.3

4.8

5.7

10

e12

90

12

12

12

13

3.9

e3.5

e4.8

6.5

4.6

5.9

12

e13

e76

11

12

11

14

3.9

3.5

e5.0

6.5

4.6

6.3

13

e14

e75

10

12

11

15

4.0

3.4

e5.5

6.4

4.4

6.7

12

e15

71

12

12

9.2

16

4.1

e3.6

e6.0

e6.4

4.2

6.5

9.8

e16

55

11

12

7.1

17

4.2

e3.6

5.9

6.4

4.4

6.4

9.7

e17

34

12

13

6.7

18

4.2

3.7

5.8

e6.5

4.4

e6.3

10

e18

31

13

14

5.9

19

4.1

e3.7

5.7

e6.5

4.4

e6.3

8.9

e21

30

13

12

5.6

20

4.1

3.7

6.1

e6.5

5.2

e6.3

8.9

e24

61

20

12

5.2

21

3.8

3.7

5.8

e6.5

4.5

e6.2

9.3

24

79

14

12

5.0

22

3.7

4.1

5.8

6.4

4.6

6.2

9.9

26

77

12

12

5.0

23

3.5

3.8

5.7

6.3

4.6

6.7

9.7

27

78

12

12

5.1

24

3.5

3.7

5.8

6.2

4.7

6.7

13

29

78

11

12

5.0

25

3.4

3.7

5.7

5.9

4.8

6.8

10

31

67

13

13

4.8

26

3.2

e3.6

5.7

5.9

4.7

6.7

12

31

54

12

12

4.8

27

3.3

e3.6

5.8

5.8

4.7

6.6

14

46

50

12

11

5.0

28

e3.3

3.6

6.0

5.4

e4.7

e6.4

15

125

48

12

12

4.4

29

3.3

3.5

6.0

5.4

---

e6.2

17

169

47

13

12

4.7

30

e3.3

3.4

5.9

5.4

---

6.0

17

175

43

12

13

4.6

31

4.0

---

6.3

5.5

---

6.7

---

221

---

11

12

---

TOTAL

123.0

114.9

155.2

191.7

132.1

182.1

305.7

1,211

1,955

430

377

259.1

MEAN

3.97

3.83

5.01

6.18

4.72

5.87

10.2

39.1

65.2

13.9

12.2

8.64

MAX

5.4

6.0

6.3

6.8

5.5

6.8

17

221

230

40

14

14

MIN

3.2

3.4

3.5

5.4

4.2

4.7

6.4

11

30

10

11

4.4

AC-FT

244

228

308

380

262

361

606

2,400

3,880

853

748

514

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1911 - 2003, BY WATER YEAR (WY)
MEAN

10.7

9.39

7.53

6.61

6.18

6.61

12.6

48.2

112

47.8

19.4

12.9

MAX

31.0

20.4

21.1

12.1

9.88

13.6

31.5

163

354

209

72.2

46.0

(WY)

(1914)

(1928)

(1928)

(1928)

(1938)

(1918)

(1925)

(1928)

(1918)

(1957)

(1929)

(1925)

MIN

2.93

2.72

2.83

2.92

3.11

3.58

5.05

7.42

5.76

4.92

3.37

2.57

(WY)

(1957)

(1965)

(1965)

(1967)

(1933)

(1990)

(1970)

(1954)

(1954)

(1954)

(1954)

(1966)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1911 - 2003
ANNUAL TOTAL
2,327.6
5,436.8
ANNUAL MEAN
a6.38
a14.9
a25.0
HIGHEST ANNUAL MEAN
60.9 1914
LOWEST ANNUAL MEAN
5.93 1954
HIGHEST DAILY MEAN
14 May 25
230 Jun 1
622 Jun 14, 1918
LOWEST DAILY MEAN
3.2 Oct 26
3.2 Oct 26
b2.0 Mar 29, 1912
ANNUAL SEVEN-DAY MINIMUM
3.3 Oct 24
3.3 Oct 24
2.1 Oct 5, 1956
MAXIMUM PEAK FLOW
294 May 31
820 Jun 13, 1918
MAXIMUM PEAK STAGE
2.56 May 31
c2.90 Jun 13, 1918
ANNUAL RUNOFF (AC-FT)
a4,620
a10,780
a18,120
10 PERCENT EXCEEDS
10
31
56
50 PERCENT EXCEEDS
5.0
6.5
8.8
90 PERCENT EXCEEDS
3.8
3.8
4.2

e Estimated.
a Significantly affected by upstream diversions into the Moffat water tunnel.
b Also occurred Mar 30, Apr 9, 1912, and Jan 23, 1915.
c Maximum gage height, 2.95 ft, Jun 9, 1997.


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Water Resources of Colorado
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