Home Page
News & Information
River Basin Plans
Basin Advisory Groups
Planning Products
|
Green River Basin Water Plan
Technical Memoranda
SUBJECT: |
Green River Basin Plan
Irrigation Diversion Operation and Description |
|
PREPARED BY: |
Pat Tyrrell, Jennifer Russell, States West Water Resources |
Water Division IV
District 7
Alexander Ditch, West Fork New Fork River
Diversion Description: Diversion consists of a 6' wide wood gate.1
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 34, 35, 110
Conveyance Description: Open Channel Canal, approximately 1 mile in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-03-1896 | 1281 |
Irrigation | 520.00 |
7.40 | 7.40 | POD/MOC change from a portion
of W.F. Irrigation Ditch. |
03-15-1901 | 3081 |
Irrigation | 320.00 |
4.57 | 11.97 | POD/MOC change from a portion
of Luman Ditch. |
03-15-1901 | 3082 |
Irrigation | 160.00 |
2.28 | 14.25 | POD/MOC change from a portion
of Luman No. 2 Ditch |
11-11-1903 | 5855 |
Irrigation |
|
| 14.25 | 11.12 AF Secondary Supply from
New Fork Lake Reservoir (480R) (8.00 acres served) |
11-11-1903 | 4865E |
Irrigation |
|
| 14.25 | 107.44 AF Secondary Supply
from New Fork Lake Reservoir (480R) (77.30 acres served) |
02-02-1915 | 13032 |
Domestic, Irrigation | 13.00 |
0.18 | 14.43 |
|
06-11-1929 | 4836E |
Irrigation | 51.90 |
0.74 | 15.17 |
|
Storage Rights: New Fork Lake Reservoir.
Estimated Canal Losses: Typical losses (10%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to West Fork New Fork River at Beeline Ditch.2
Other Operational Information: The canal is typically turned on in late May and irrigation
flows stop in late July. Stock flows continue until October.1
Note: There are two ditches with the name of Alexander on the West Fork New Fork River.
This memo describes the larger (lower) ditch. The other ditch has a headgate located at Section 32,
Township 36, Range 110, and has a total permitted flow of 1.20 cfs.
- Sources:
- 1) Floyd Briggs, New Fork River Irrigation District, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Alexander Ditch, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
21.17 | 1,259.90 |
9.57 | 588.28 |
0.59 | 36.28 |
4.39 | 261.42 |
1985 |
|
|
20.85 | 1,240.46 |
8.82 | 542.48 |
0.76 | 47.01 |
2.03 | 121.05 |
1986 |
|
|
23.06 | 1,371.97 |
12.23 | 751.80 |
1.10 | 67.93 |
3.08 | 183.29 |
1987 | 6.81 | 418.85 |
19.28 | 1,147.26 |
9.65 | 593.32 |
1.41 | 86.82 |
3.21 | 191.21 |
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 | 0.00 | 0.00 |
5.12 | 304.66 |
14.46 | 889.11 |
2.35 | 144.50 |
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 3.41 | 209.43 |
17.90 | 1,064.85 | 10.95 |
673.00 | 1.24 | 76.51 |
3.18 | 189.24 |
Data in italics from USGS gaging station 007115.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1994: 5/13, 6/13, dry; 7/2, 18.00 cfs; 7/22, 14.00 cfs; 8/15, dry; 9/7, 2.50 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average
to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
ALEXANDER DITCH | STATION NO. 0077115.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1984 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
23.50 | 20.10 | 0.59 |
0.59 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
23.50 | 20.90 | 0.59 |
0.59 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
23.50 | 21.40 | 0.59 |
1.33 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
20.90 | 25.20 | 0.59 |
4.58 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
20.10 | 25.40 | 0.59 |
4.58 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
24.00 | 25.40 | 0.59 |
4.04 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
23.00 | 24.60 | 0.59 |
4.25 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
22.20 | 24.30 | 0.59 |
4.46 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
21.60 | 13.20 | 0.59 |
5.04 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
22.40 | 4.58 | 0.59 |
5.28 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
22.70 | 4.58 | 0.59 |
5.41 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
21.60 | 4.58 | 0.59 |
6.20 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
20.40 | 4.58 | 0.59 |
5.66 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
19.60 | 7.53 | 0.59 |
5.53 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
19.40 | 18.20 | 0.59 |
5.53 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
22.20 | 15.60 | 0.59 |
5.53 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
22.20 | 15.80 | 0.59 |
5.04 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
21.40 | 9.22 | 0.59 |
5.04 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
19.40 | 1.02 | 0.59 |
4.92 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
19.20 | 0.91 | 0.59 |
5.16 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 2.61 |
19.20 | 0.94 | 0.59 |
5.93 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 3.45 |
19.60 | 0.87 | 0.59 |
5.79 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 4.46 |
19.60 | 0.94 | 0.59 |
7.53 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 5.66 |
20.40 | 0.87 | 0.59 |
7.53 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 5.66 |
21.40 | 0.87 | 0.59 |
4.80 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 4.69 |
21.40 | 0.84 | 0.59 |
2.32 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 10.70 |
20.90 | 0.84 | 0.59 |
2.32 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 9.78 |
19.40 | 0.80 | 0.59 |
2.32 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 9.78 |
19.60 | 0.84 | 0.59 |
2.25 | 29 |
30 | ** | ** |
** | ** | ** |
** | ** | 23.00 |
20.90 | 0.84 | 0.59 |
2.25 | 30 |
31 | ** |
|
** | ** |
|
** |
| 23.50 |
| 0.84 | 0.59 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 103.29* |
635.20 | 296.59 | 18.29 |
131.80 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 9.39* |
21.17 | 9.57 | 0.59 |
4.39 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 204.87* |
1259.90 | 588.28 | 36.28 |
261.42 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
ALEXANDER DITCH | STATION NO. 0077115.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1985 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 2.25 | ** |
** | ** | ** |
** | ** | ** |
25.89 | 0.25 | 0.02 |
1.47 | 1 |
2 | 2.32 | ** |
** | ** | ** |
** | ** | ** |
24.96 | 0.19 | 0.02 |
0.63 | 2 |
3 | 2.32 | ** |
** | ** | ** |
** | ** | ** |
26.51 | 3.88 | 0.02 |
0.98 | 3 |
4 | 2.32 | ** |
** | ** | ** |
** | ** | ** |
26.20 | 20.32 | 0.02 |
1.18 | 4 |
5 | 2.39 | ** |
** | ** | ** |
** | ** | ** |
25.27 | 21.15 | 0.03 |
1.32 | 5 |
6 | 2.39 | ** |
** | ** | ** |
** | ** | ** |
22.83 | 21.72 | 0.02 |
1.47 | 6 |
7 | 2.32 | ** |
** | ** | ** |
** | ** | ** |
22.29 | 21.15 | 0.01 |
1.39 | 7 |
8 | 2.25 | ** |
** | ** | ** |
** | ** | ** |
22.00 | 18.96 | 0.01 |
1.47 | 8 |
9 | 2.18 | ** |
** | ** | ** |
** | ** | ** |
22.58 | 18.43 | 0.02 |
1.55 | 9 |
10 | 2.18 | ** |
** | ** | ** |
** | ** | ** |
22.29 | 18.96 | 0.01 |
1.63 | 10 |
11 | 2.12 | ** |
** | ** | ** |
** | ** | ** |
22.29 | 19.77 | 0.02 |
1.71 | 11 |
12 | 2.05 | ** |
** | ** | ** |
** | ** | ** |
22.58 | 19.50 | 0.03 |
2.15 | 12 |
13 | 1.93 | ** |
** | ** | ** |
** | ** | ** |
22.58 | 18.69 | 0.04 |
1.71 | 13 |
14 | 1.87 | ** |
** | ** | ** |
** | ** | ** |
22.83 | 17.91 | 0.06 |
1.55 | 14 |
15 | 1.75 | ** |
** | ** | ** |
** | ** | ** |
23.46 | 17.65 | 0.04 |
1.79 | 15 |
16 | 1.33 | ** |
** | ** | ** |
** | ** | ** |
24.06 | 16.63 | 0.09 |
2.15 | 16 |
17 | 1.33 | ** |
** | ** | ** |
** | ** | ** |
24.36 | 15.89 | 0.14 |
2.15 | 17 |
18 | 1.02 | ** |
** | ** | ** |
** | ** | ** |
23.46 | 1.79 | 0.16 |
2.24 | 18 |
19 | 0.00 | ** |
** | ** | ** |
** | ** | ** |
20.87 | 0.32 | 0.12 |
2.95 | 19 |
20 | 0.00 | ** |
** | ** | ** |
** | ** | ** |
19.23 | 0.16 | 0.07 |
2.34 | 20 |
21 | 0.00 | ** |
** | ** | ** |
** | ** | ** |
17.65 | 0.07 | 1.79 |
2.64 | 21 |
22 | 0.00 | ** |
** | ** | ** |
** | ** | 7.39 |
17.39 | 0.07 | 1.71 |
3.52 | 22 |
23 | 0.00 | ** |
** | ** | ** |
** | ** | 7.34 |
17.39 | 0.02 | 1.79 |
3.06 | 23 |
24 | 0.00 | ** |
** | ** | ** |
** | ** | 7.34 |
17.91 | 0.00 | 1.88 |
2.74 | 24 |
25 | 0.00 | ** |
** | ** | ** |
** | ** | 13.30 |
23.46 | 0.00 | 1.97 |
2.74 | 25 |
26 | 0.00 | ** |
** | ** | ** |
** | ** | 15.40 |
24.06 | 0.00 | 2.15 |
2.74 | 26 |
27 | 0.00 | ** |
** | ** | ** |
** | ** | 17.39 |
23.46 | 0.00 | 2.54 |
2.95 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 17.39 |
16.38 | 0.00 | 2.74 |
2.95 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 18.17 |
0.80 | 0.00 | 2.15 |
2.15 | 29 |
30 | ** | ** |
** | ** | ** |
** | ** | 31.43 |
0.36 | 0.01 | 2.06 |
1.71 | 30 |
31 | ** |
|
** | ** |
|
** |
| 29.08 |
| 0.01 | 1.97 |
| 31 |
TOTAL | 36.32* | ** |
** | ** | ** |
** | ** | 164.23* |
625.40 | 273.50 | 23.70 |
61.03 |
|
MEAN | 1.35* | ** |
** | ** | ** |
** | ** | 16.42* |
20.85 | 8.82 | 0.76 |
2.03 |
|
AC-FT | 72.04* | ** |
** | ** | ** |
** | ** | 325.75* |
1240.46 | 542.48 | 47.01 |
121.05 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
ALEXANDER DITCH | STATION NO. 0077115.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1986 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 1.63 | 1.47 |
** | ** | ** |
** | ** | ** |
10.03 | 28.47 | 0.07 |
2.75 | 1 |
2 | 1.71 | 1.63 |
** | ** | ** |
** | ** | ** |
12.99 | 28.47 | 0.09 |
2.75 | 2 |
3 | 1.71 | 1.63 |
** | ** | ** |
** | ** | ** |
15.32 | 28.14 | 0.07 |
2.65 | 3 |
4 | 1.71 | ** |
** | ** | ** |
** | ** | ** |
17.58 | 28.14 | 0.09 |
2.65 | 4 |
5 | 1.71 | ** |
** | ** | ** |
** | ** | ** |
21.98 | 28.47 | 0.11 |
2.75 | 5 |
6 | 1.63 | ** |
** | ** | ** |
** | ** | ** |
15.08 | 28.47 | 0.09 |
2.75 | 6 |
7 | 2.06 | ** |
** | ** | ** |
** | ** | ** |
25.28 | 25.59 | 0.07 |
2.75 | 7 |
8 | 2.24 | ** |
** | ** | ** |
** | ** | ** |
24.36 | 9.45 | 0.07 |
3.08 | 8 |
9 | 2.15 | ** |
** | ** | ** |
** | ** | ** |
23.75 | 9.07 | 0.09 |
3.54 | 9 |
10 | 2.15 | ** |
** | ** | ** |
** | ** | ** |
21.69 | 8.33 | 0.11 |
3.78 | 10 |
11 | 2.06 | ** |
** | ** | ** |
** | ** | ** |
22.27 | 13.21 | 0.32 |
3.78 | 11 |
12 | 2.06 | ** |
** | ** | ** |
** | ** | ** |
26.85 | 26.85 | 2.35 |
3.66 | 12 |
13 | 1.97 | ** |
** | ** | ** |
** | ** | ** |
29.13 | 26.85 | 2.35 |
3.54 | 13 |
14 | 1.88 | ** |
** | ** | ** |
** | ** | ** |
28.14 | 26.85 | 2.45 |
3.42 | 14 |
15 | 1.88 | ** |
** | ** | ** |
** | ** | ** |
26.53 | 27.17 | 2.55 |
3.42 | 15 |
16 | 1.88 | ** |
** | ** | ** |
** | ** | ** |
25.28 | 18.64 | 2.55 |
3.42 | 16 |
17 | 1.88 | ** |
** | ** | ** |
** | ** | ** |
24.05 | 10.23 | 2.65 |
3.42 | 17 |
18 | 1.79 | ** |
** | ** | ** |
** | ** | ** |
22.86 | 3.42 | 2.65 |
3.66 | 18 |
19 | 1.79 | ** |
** | ** | ** |
** | ** | ** |
21.69 | 1.63 | 2.45 |
3.90 | 19 |
20 | 1.71 | ** |
** | ** | ** |
** | ** | ** |
20.55 | 0.19 | 2.35 |
4.16 | 20 |
21 | 1.71 | ** |
** | ** | ** |
** | ** | 0.00 |
27.17 | 0.09 | 2.35 |
4.16 | 21 |
22 | 1.79 | ** |
** | ** | ** |
** | ** | 0.00 |
27.17 | 0.09 | 2.45 |
3.42 | 22 |
23 | 2.06 | ** |
** | ** | ** |
** | ** | 0.16 |
26.53 | 0.14 | 0.85 |
2.35 | 23 |
24 | 1.97 | ** |
** | ** | ** |
** | ** | 2.65 |
24.97 | 0.14 | 0.06 |
2.35 | 24 |
25 | 1.88 | ** |
** | ** | ** |
** | ** | 2.65 |
25.28 | 0.22 | 0.07 |
2.35 | 25 |
26 | 1.79 | ** |
** | ** | ** |
** | ** | 2.65 |
25.59 | 0.19 | 0.09 |
2.35 | 26 |
27 | 1.71 | ** |
** | ** | ** |
** | ** | 2.75 |
25.28 | 0.16 | 0.16 |
2.35 | 27 |
28 | 1.63 | ** |
** | ** | ** |
** | ** | 1.89 |
24.97 | 0.11 | 0.22 |
2.35 | 28 |
29 | 1.25 | ** |
** | ** | ** |
** | ** | 0.53 |
24.97 | 0.09 | 0.29 |
2.45 | 29 |
30 | 1.04 | ** |
** | ** | ** |
** | ** | 1.80 |
24.36 | 0.09 | 1.32 |
2.45 | 30 |
31 | 1.39 |
|
** | ** |
|
** |
| 7.80 |
| 0.07 | 2.86 |
| 31 |
TOTAL | 55.82 | 4.73* |
** | ** | ** |
** | ** | 22.88* |
691.70 | 379.03 | 34.25 |
92.41 |
|
MEAN | 1.80 | 1.58* |
** | ** | ** |
** | ** | 2.08* |
23.06 | 12.23 | 1.10 |
3.08 |
|
AC-FT | 110.72 | 9.38* |
** | ** | ** |
** | ** | 43.58* |
1371.97 | 751.80 | 67.93 |
183.29 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
ALEXANDER DITCH | STATION NO. 0077115.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1987 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 2.45 | 1.97 |
** | ** | ** |
** | ** | ** |
14.91 | 19.40 | 0.07 |
2.83 | 1 |
2 | 2.45 | 2.06 |
** | ** | ** |
** | ** | ** |
15.38 | 18.10 | 0.07 |
2.93 | 2 |
3 | 2.35 | 1.18 |
** | ** | ** |
** | ** | ** |
16.59 | 7.47 | 0.09 |
4.35 | 3 |
4 | 2.35 | 0.25 |
** | ** | ** |
** | ** | ** |
16.34 | 5.02 | 0.11 |
4.75 | 4 |
5 | 2.35 | 0.19 |
** | ** | ** |
** | ** | ** |
16.10 | 4.48 | 0.11 |
4.61 | 5 |
6 | 2.35 | 0.14 |
** | ** | ** |
** | ** | ** |
18.10 | 4.09 | 0.11 |
4.61 | 6 |
7 | 2.35 | 0.11 |
** | ** | ** |
** | ** | ** |
20.75 | 23.59 | 0.11 |
3.85 | 7 |
8 | 2.35 | 0.11 |
** | ** | ** |
** | ** | ** |
20.48 | 23.59 | 0.11 |
3.15 | 8 |
9 | 2.25 | 0.14 |
** | ** | ** |
** | ** | ** |
21.87 | 23.88 | 0.09 |
3.26 | 9 |
10 | 2.06 | 0.16 |
** | ** | ** |
** | ** | ** |
23.59 | 26.90 | 0.09 |
3.26 | 10 |
11 | 2.06 | 0.19 |
** | ** | ** |
** | ** | ** |
23.29 | 26.27 | 0.05 |
3.26 | 11 |
12 | 2.16 | 0.19 |
** | ** | ** |
** | ** | 1.31 |
22.72 | 25.67 | 0.05 |
3.37 | 12 |
13 | 2.06 | 0.22 |
** | ** | ** |
** | ** | 2.32 |
22.72 | 24.77 | 0.09 |
3.43 | 13 |
14 | 2.16 | 0.32 |
** | ** | ** |
** | ** | 4.35 |
21.87 | 23.88 | 0.19 |
3.49 | 14 |
15 | 2.16 | 0.32 |
** | ** | ** |
** | ** | 6.03 |
19.94 | 25.37 | 0.32 |
3.49 | 15 |
16 | 2.16 | 0.44 |
** | ** | ** |
** | ** | 6.50 |
8.16 | 11.39 | 0.19 |
3.61 | 16 |
17 | 2.25 | 0.36 |
** | ** | ** |
** | ** | 6.50 |
5.73 | 1.04 | 0.14 |
3.73 | 17 |
18 | 2.25 | 0.32 |
** | ** | ** |
** | ** | 7.14 |
6.97 | 0.91 | 0.16 |
3.61 | 18 |
19 | 2.45 | 0.32 |
** | ** | ** |
** | ** | 9.24 |
21.87 | 0.74 | 0.58 |
3.15 | 19 |
20 | 2.45 | 0.29 |
** | ** | ** |
** | ** | 12.66 |
22.72 | 0.63 | 3.97 |
3.15 | 20 |
21 | 2.55 | 0.29 |
** | ** | ** |
** | ** | 14.21 |
22.72 | 0.63 | 3.97 |
3.15 | 21 |
22 | 2.65 | 0.29 |
** | ** | ** |
** | ** | 15.86 |
22.72 | 0.40 | 3.85 |
3.04 | 22 |
23 | 2.55 | 0.29 |
** | ** | ** |
** | ** | 14.44 |
22.72 | 0.22 | 3.61 |
2.83 | 23 |
24 | 2.45 | 0.29 |
** | ** | ** |
** | ** | 13.53 |
22.15 | 0.19 | 3.85 |
2.23 | 24 |
25 | 2.35 | 0.32 |
** | ** | ** |
** | ** | 12.87 |
22.72 | 0.09 | 3.73 |
2.52 | 25 |
26 | 2.35 | ** |
** | ** | ** |
** | ** | 13.76 |
24.17 | 0.04 | 3.49 |
2.72 | 26 |
27 | 2.25 | ** |
** | ** | ** |
** | ** | 15.38 |
20.21 | 0.02 | 3.26 |
2.05 | 27 |
28 | 2.16 | ** |
** | ** | ** |
** | ** | 14.67 |
19.94 | 0.02 | 2.93 |
2.05 | 28 |
29 | 2.35 | ** |
** | ** | ** |
** | ** | 13.53 |
20.48 | 0.11 | 2.83 |
1.96 | 29 |
30 | 2.45 | ** |
** | ** | ** |
** | ** | 12.66 |
20.48 | 0.11 | 2.83 |
1.96 | 30 |
31 | 2.25 |
|
** | ** |
|
** |
| 14.21 |
| 0.11 | 2.72 |
| 31 |
TOTAL | 71.83 | 10.76* |
** | ** | ** |
** | ** | 211.17* |
578.41 | 299.13 | 43.77 |
96.40 |
|
MEAN | 2.32 | .43* |
** | ** | ** |
** | ** | 10.56* |
19.28 | 9.65 | 1.41 |
3.21 |
|
AC-FT | 142.47 | 21.34* |
** | ** | ** |
** | ** | 418.85* |
1147.26 | 593.32 | 86.82 |
191.21 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
ALEXANDER DITCH | STATION NO. 0077115.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1988 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 1.96 | 1.91 |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 1 |
2 | 1.87 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 2 |
3 | 1.62 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 3 |
4 | 1.96 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 4 |
5 | 2.83 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 5 |
6 | 2.62 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 6 |
7 | 2.83 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 7 |
8 | 2.72 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 8 |
9 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 9 |
10 | 3.37 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 10 |
11 | 3.43 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 11 |
12 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 12 |
13 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 13 |
14 | 3.04 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 14 |
15 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 15 |
16 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 16 |
17 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 17 |
18 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 18 |
19 | 2.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 19 |
20 | 3.04 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 20 |
21 | 3.15 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 21 |
22 | 3.15 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 22 |
23 | 2.83 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 23 |
24 | 2.67 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 24 |
25 | 2.62 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 25 |
26 | 2.52 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 26 |
27 | 2.52 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 27 |
28 | 2.57 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 28 |
29 | 2.52 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 29 |
30 | 2.37 | ** |
** | ** |
|
** | ** | ** |
** | ** | ** |
** | 30 |
31 | 1.96 | ** |
| ** |
|
** |
| ** |
| ** | ** |
| 31 |
TOTAL | 83.61 | 1.91* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
MEAN | 2.70 | 1.91* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
AC-FT | 165.84 | 3.79* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
Source: Wyoming Water Resources Data System, March 20, 200
Bee Line Ditch, West Fork New Fork River
Diversion Description: Diversion consists of two 30" diameter slide gates. A wooden plank diversion
dam exists.1
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 13, 34, 110
Conveyance Description: Open Channel Canal. Approximately 3/4 of a mile below the headgate,
the canal splits into two branches: the east branch is approximately 12 miles long; the west branch is
approximately 9 miles long.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
05-10-1897 | 1487 |
Irrigation | 707.40 |
10.13 | 10.13 |
|
05-15-1899 | 425E |
Irrigation | 596.00 |
8.50 | 18.63 |
|
11-11-1903 | 4871E |
Irrigation |
|
| 18.63 | 482.19 AF
Secondary Supply from New Fork Lake Reservoir (480R) (346.90 acres served) |
11-21-1904 | 1303E |
Irrigation | 80.00 |
1.14 | 19.77 |
|
06-11-1929 | 4843E |
Irrigation | 268.78 |
3.81 | 23.58 |
|
Storage Rights: New Fork Lake Reservoir.
Estimated Canal Losses: Typical losses (10%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to West Fork New Fork River at Duck Creek.2
Other Operational Information: The canal is typically turned on in late May and irrigation flows stop in
late July. Stock flows continue until October.1
- Sources:
- 1) Floyd Briggs, New Fork River Irrigation District, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Bee Line Ditch, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
23.88 | 1,420.88 |
27.57 | 1,695.35 |
0.83 | 50.80 |
1.37 | 81.76 |
1985 | 2.61 |
160.36 |
27.80 | 1,654.41 |
24.74 | 1,521.46 |
3.70 | 227.56 |
6.69 | 398.12 |
1986 | 1.78 |
109.63 |
42.50 | 2,529.14 |
32.27 | 1,984.30 |
6.26 | 384.67 |
6.20 | 369.12 |
1987 | 11.14 | 685.01 |
27.13 | 1,614.22 |
25.47 | 1,566.27 |
4.43 | 272.65 |
2.47 | 147.09 |
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
42.66 | 2,538.45 |
30.22 | 1,858.16 |
|
|
|
|
1994 | 11.95 | 734.78 |
29.36 | 1,747.04 |
10.67 | 656.07 |
10.10 | 621.01 |
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 6.87 | 422.44 |
32.22 | 1,917.36 | 25.16 |
1,546.93 | 5.06 | 311.34 |
4.18 | 249.02 |
Data in italics from USGS gaging station 007128.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1993: 6/3, 23.00 cfs; 6/4, 38.40 cfs; 6/16, 51.81 cfs; 7/29, 24.60 cfs.
1994: 5/13, 10.00 cfs; 6/13, 41.00 cfs; 7/2, 8.50 cfs; 7/22, 12.00 cfs; 9/7, 8.50 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
BEE-LINE DITCH | STATION NO. 007128.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1984 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
2.28 | 49.80 | 1.10 |
0.54 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
0.38 | 43.90 | 0.98 |
0.54 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
0.38 | 40.30 | 0.88 |
0.58 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
0.38 | 43.30 | 0.79 |
0.61 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
0.38 | 45.20 | 0.58 |
0.74 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
5.26 | 45.80 | 0.70 |
0.79 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
18.60 | 45.20 | 0.88 |
0.79 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
16.20 | 45.20 | 0.74 |
0.79 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
15.60 | 44.60 | 0.61 |
0.79 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
17.20 | 45.80 | 0.61 |
0.93 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
19.00 | 43.30 | 0.61 |
0.88 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
19.40 | 42.70 | 0.61 |
0.93 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
21.30 | 47.10 | 0.61 |
0.88 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
20.90 | 46.50 | 0.70 |
0.83 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
20.10 | 42.70 | 0.74 |
0.58 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
20.90 | 39.70 | 0.79 |
0.50 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
22.90 | 36.80 | 0.83 |
0.50 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
23.70 | 36.30 | 0.88 |
0.54 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
23.70 | 37.40 | 0.88 |
0.58 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
22.90 | 17.60 | 0.88 |
0.65 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | ** |
28.60 | 2.99 | 0.88 |
0.70 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | ** |
39.70 | 2.47 | 0.88 |
0.70 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | ** |
42.70 | 2.28 | 0.93 |
0.70 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | ** |
43.30 | 1.55 | 0.83 |
1.77 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 1.10 |
44.60 | 0.74 | 0.98 |
1.55 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 0.79 |
45.80 | 0.70 | 1.10 |
5.42 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 0.74 |
45.80 | 0.88 | 1.15 |
2.67 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 0.58 |
44.60 | 1.04 | 1.04 |
2.38 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 0.58 |
43.30 | 0.98 | 0.93 |
4.36 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 3.22 |
46.50 | 0.98 | 0.88 |
7.00 | 30 |
31 | ** |
|
** | ** |
|
** |
|
7.19 |
|
0.93 | 0.61 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 14.20* |
716.36 | 854.74 | 25.61 |
41.22 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 2.03* |
23.88 | 27.57 | 0.83 |
1.37 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 28.17* |
1420.88 | 1695.35 | 50.80 |
81.76 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
BEE-LINE DITCH | STATION NO. 007128.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1985 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 5.10 | ** |
** | ** | ** |
** | ** | ** |
28.05 | 26.26 | 4.01 |
3.52 | 1 |
2 | 4.95 | ** |
** | ** | ** |
** | ** | ** |
31.03 | 25.91 | 4.01 |
6.28 | 2 |
3 | 4.36 | ** |
** | ** | ** |
** | ** | ** |
29.89 | 22.56 | 4.26 |
6.28 | 3 |
4 | 3.96 | ** |
** | ** | ** |
** | ** | ** |
16.35 | 21.61 | 4.13 |
6.12 | 4 |
5 | 3.83 | ** |
** | ** | ** |
** | ** | ** |
15.29 | 21.93 | 4.13 |
6.12 | 5 |
6 | 3.83 | ** |
** | ** | ** |
** | ** | ** |
23.54 | 28.78 | 4.13 |
6.12 | 6 |
7 | 4.65 | ** |
** | ** | ** |
** | ** | ** |
27.32 | 32.20 | 4.13 |
6.12 | 7 |
8 | 4.51 | ** |
** | ** | ** |
** | ** | ** |
26.26 | 36.24 | 4.13 |
6.12 | 8 |
9 | 4.51 | ** |
** | ** | ** |
** | ** | ** |
26.61 | 35.41 | 3.88 |
6.28 | 9 |
10 | 4.51 | ** |
** | ** | ** |
** | ** | ** |
13.28 | 34.19 | 3.88 |
6.44 | 10 |
11 | 4.51 | ** |
** | ** | ** |
** | ** | ** |
4.39 | 37.94 | 3.88 |
6.44 | 11 |
12 | 4.51 | ** |
** | ** | ** |
** | ** | ** |
9.93 | 48.01 | 4.01 |
7.28 | 12 |
13 | 3.57 | ** |
** | ** | ** |
** | ** | ** |
29.15 | 43.27 | 4.01 |
7.11 | 13 |
14 | 4.36 | ** |
** | ** | ** |
** | ** | ** |
29.15 | 39.67 | 3.88 |
6.77 | 14 |
15 | 4.23 | ** |
** | ** | ** |
** | ** | ** |
29.15 | 37.94 | 3.88 |
6.61 | 15 |
16 | 4.80 | ** |
** | ** | ** |
** | ** | ** |
30.27 | 37.51 | 3.88 |
6.44 | 16 |
17 | 4.23 | ** |
** | ** | ** |
** | ** | ** |
29.52 | 40.56 | 3.88 |
6.28 | 17 |
18 | 4.65 | ** |
** | ** | ** |
** | ** | ** |
30.65 | 41.91 | 3.88 |
6.28 | 18 |
19 | 5.75 | ** |
** | ** | ** |
** | ** | ** |
31.81 | 38.80 | 3.88 |
7.28 | 19 |
20 | 5.75 | ** |
** | ** | ** |
** | ** | ** |
31.42 | 30.65 | 3.88 |
7.28 | 20 |
21 | 2.02 | ** |
** | ** | ** |
** | ** | ** |
30.65 | 22.89 | 3.76 |
6.94 | 21 |
22 | 2.10 | ** |
** | ** | ** |
** | ** | 1.46 |
29.89 | 21.92 | 3.88 |
7.99 | 22 |
23 | 2.38 | ** |
** | ** | ** |
** | ** | 2.86 |
30.65 | 9.33 | 3.88 |
7.81 | 23 |
24 | 1.93 | ** |
** | ** | ** |
** | ** | 3.07 |
31.81 | 3.76 | 3.76 |
7.28 | 24 |
25 | 3.45 | ** |
** | ** | ** |
** | ** | 3.07 |
37.51 | 3.64 | 3.64 |
7.11 | 25 |
26 | 5.58 | ** |
** | ** | ** |
** | ** | 2.86 |
37.94 | 4.01 | 2.76 |
7.11 | 26 |
27 | 5.26 | ** |
** | ** | ** |
** | ** | 2.10 |
41.00 | 4.01 | 2.76 |
7.11 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 1.32 |
37.51 | 4.01 | 2.76 |
7.28 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 14.77 |
34.19 | 4.01 | 2.66 |
7.46 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 21.29 |
29.89 | 4.01 | 2.56 |
7.46 | 30 |
31 | ** |
|
** | ** |
|
** |
|
28.05 |
|
4.13 | 2.56 |
| 31 |
TOTAL | 113.29* | ** |
** | ** | ** |
** | ** | 80.85* |
834.10 | 767.01 | 114.73 |
200.72 |
|
MEAN | 4.20* | ** |
** | ** | ** |
** | ** | 8.09* |
27.80 | 24.74 | 3.70 |
6.69 |
|
AC-FT | 224.71* | ** |
** | ** | ** |
** | ** | 160.36* |
1654.41 | 1521.46 | 227.56 |
398.12 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
BEE-LINE DITCH | STATION NO. 007128.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1986 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 7.28 | 4.79 |
** | ** | ** |
** | ** | ** |
18.60 | 45.37 | 5.42 |
6.33 | 1 |
2 | 7.11 | 4.79 |
** | ** | ** |
** | ** | ** |
23.71 | 51.47 | 5.42 |
6.33 | 2 |
3 | 6.94 | 4.79 |
** | ** | ** |
** | ** | ** |
36.78 | 51.47 | 5.42 |
6.33 | 3 |
4 | 6.77 | 4.79 |
** | ** | ** |
** | ** | ** |
38.42 | 50.99 | 5.42 |
6.33 | 4 |
5 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
43.13 | 52.45 | 5.27 |
6.17 | 5 |
6 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
44.46 | 50.50 | 5.42 |
6.17 | 6 |
7 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
45.37 | 51.47 | 5.42 |
6.17 | 7 |
8 | 6.94 | ** |
** | ** | ** |
** | ** | ** |
48.60 | 51.47 | 5.42 |
6.17 | 8 |
9 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
46.74 | 50.99 | 5.42 |
6.17 | 9 |
10 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
43.13 | 48.60 | 5.42 |
6.17 | 10 |
11 | 6.61 | ** |
** | ** | ** |
** | ** | ** |
38.83 | 46.28 | 5.42 |
6.17 | 11 |
12 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
43.13 | 42.25 | 5.42 |
6.17 | 12 |
13 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
45.82 | 40.95 | 5.42 |
6.01 | 13 |
14 | 6.44 | ** |
** | ** | ** |
** | ** | ** |
45.37 | 40.95 | 5.42 |
6.01 | 14 |
15 | 6.44 | ** |
** | ** | ** |
** | ** | ** |
45.37 | 46.74 | 5.42 |
6.01 | 15 |
16 | 6.44 | ** |
** | ** | ** |
** | ** | ** |
43.57 | 50.50 | 5.56 |
6.01 | 16 |
17 | 6.28 | ** |
** | ** | ** |
** | ** | ** |
42.25 | 46.28 | 6.33 |
6.01 | 17 |
18 | 6.28 | ** |
** | ** | ** |
** | ** | ** |
43.13 | 36.37 | 7.31 |
5.86 | 18 |
19 | 6.12 | ** |
** | ** | ** |
** | ** | ** |
43.57 | 31.71 | 7.49 |
5.71 | 19 |
20 | 6.12 | ** |
** | ** | ** |
** | ** | ** |
40.52 | 26.35 | 7.31 |
5.71 | 20 |
21 | 6.12 | ** |
** | ** | ** |
** | ** | ** |
44.46 | 23.71 | 7.49 |
5.71 | 21 |
22 | 6.12 | ** |
** | ** | ** |
** | ** | ** |
50.03 | 10.32 | 7.49 |
5.71 | 22 |
23 | 6.28 | ** |
** | ** | ** |
** | ** | ** |
49.55 | 5.86 | 7.49 |
5.56 | 23 |
24 | 6.28 | ** |
** | ** | ** |
** | ** | ** |
47.67 | 5.71 | 7.31 |
5.71 | 24 |
25 | 6.28 | ** |
** | ** | ** |
** | ** | ** |
46.28 | 6.01 | 7.14 |
5.56 | 25 |
26 | 6.28 | ** |
** | ** | ** |
** | ** | ** |
46.28 | 6.33 | 7.14 |
5.56 | 26 |
27 | 6.12 | ** |
** | ** | ** |
** | ** | 2.61 |
43.57 | 6.33 | 7.14 |
5.56 | 27 |
28 | 6.12 | ** |
** | ** | ** |
** | ** | 7.66 |
43.13 | 6.01 | 6.98 |
5.42 | 28 |
29 | 6.12 | ** |
** | ** |
|
** | ** | 13.42 |
42.69 | 5.71 | 6.98 |
8.56 | 29 |
30 | 5.97 | ** |
** | ** |
|
** | ** | 14.63 |
40.95 | 5.71 | 6.98 |
10.74 | 30 |
31 | 5.36 |
|
** | ** |
|
** |
|
16.95 |
|
5.56 | 6.65 |
| 31 |
TOTAL | 200.21 |
19.16* |
** | ** | ** |
** | ** | 55.27* |
1275.11 | 1000.42 | 193.94 |
186.10 |
|
MEAN | 6.46 |
4.79* |
** | ** | ** |
** | ** | 11.05* |
42.50 | 32.27 | 6.26 |
6.20 |
|
AC-FT | 397.11 |
38.00* |
** | ** | ** |
** | ** | 109.63* |
2529.14 | 1984.30 | 384.67 |
369.12 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
BEE-LINE DITCH | STATION NO. 007128.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1987 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 9.92 | 7.31 |
0.00 | ** | ** |
** | ** | ** |
18.16 | 33.09 | 4.26 |
4.00 | 1 |
2 | 10.32 | 6.81 |
0.00 | ** | ** |
** | ** | ** |
15.59 | 33.09 | 4.13 |
3.76 | 2 |
3 | 10.95 | 6.98 |
0.00 | ** | ** |
** | ** | ** |
15.35 | 33.09 | 4.13 |
3.76 | 3 |
4 | 10.32 | 6.98 |
0.00 | ** | ** |
** | ** | ** |
16.09 | 31.33 | 4.13 |
3.88 | 4 |
5 | 9.92 | 6.49 |
0.00 | ** | ** |
** | ** | ** |
16.34 | 28.61 | 4.13 |
3.88 | 5 |
6 | 9.72 | 6.33 |
** | ** | ** |
** | ** | ** |
16.34 | 27.63 | 4.00 |
3.17 | 6 |
7 | 9.72 | 5.86 |
** | ** | ** |
** | ** | ** |
19.51 | 26.66 | 4.00 |
2.73 | 7 |
8 | 10.95 | 4.58 |
** | ** | ** |
** | ** | ** |
25.39 | 28.28 | 4.00 |
2.52 | 8 |
9 | 11.60 | 3.13 |
** | ** | ** |
** | ** | ** |
23.24 | 32.03 | 4.33 |
2.42 | 9 |
10 | 11.60 | 1.97 |
** | ** | ** |
** | ** | ** |
35.63 | 47.99 | 4.80 |
2.33 | 10 |
11 | 12.04 | 1.22 |
** | ** | ** |
** | ** | ** |
28.61 | 50.15 | 4.80 |
2.33 | 11 |
12 | 11.82 | 1.50 |
** | ** | ** |
** | ** | 3.63 |
27.63 | 41.78 | 4.73 |
2.23 | 12 |
13 | 11.82 | 0.76 |
** | ** | ** |
** | ** | 3.88 |
29.96 | 37.88 | 4.73 |
2.23 | 13 |
14 | 11.82 | 0.81 |
** | ** | ** |
** | ** | 4.00 |
28.61 | 37.12 | 4.80 |
2.23 | 14 |
15 | 11.82 | 0.81 |
** | ** | ** |
** | ** | 3.88 |
30.64 | 34.89 | 5.23 |
2.23 | 15 |
16 | 11.60 | 0.86 |
** | ** | ** |
** | ** | 4.13 |
34.89 | 33.81 | 5.01 |
2.23 | 16 |
17 | 11.60 | 0.71 |
** | ** | ** |
** | ** | 4.39 |
29.96 | 37.88 | 4.80 |
2.23 | 17 |
18 | 11.82 | 0.37 |
** | ** | ** |
** | ** | 9.64 |
26.34 | 39.81 | 4.73 |
2.23 | 18 |
19 | 9.52 | 0.18 |
** | ** | ** |
** | ** | 16.60 |
26.02 | 35.63 | 4.66 |
2.23 | 19 |
20 | 7.49 | 0.14 |
** | ** | ** |
** | ** | 21.77 |
27.95 | 33.09 | 4.53 |
2.23 | 20 |
21 | 7.49 | 0.00 |
** | ** | ** |
** | ** | 26.98 |
30.30 | 32.03 | 4.53 |
2.13 | 21 |
22 | 7.49 | 0.00 |
** | ** | ** |
** | ** | 27.63 |
32.03 | 17.11 | 4.39 |
2.04 | 22 |
23 | 7.31 | 0.00 |
** | ** | ** |
** | ** | 26.34 |
33.81 | 3.76 | 4.39 |
2.05 | 23 |
24 | 7.31 | 0.00 |
** | ** | ** |
** | ** | 23.85 |
33.81 | 3.88 | 4.39 |
1.95 | 24 |
25 | 7.14 | 0.00 |
** | ** | ** |
** | ** | 23.85 |
33.09 | 4.13 | 4.53 |
1.95 | 25 |
26 | 7.14 | 0.00 |
** | ** | ** |
** | ** | 25.08 |
33.45 | 4.13 | 4.39 |
1.91 | 26 |
27 | 6.98 | 0.00 |
** | ** | ** |
** | ** | 26.66 |
32.03 | 4.13 | 4.39 |
1.86 | 27 |
28 | 6.98 | 0.00 |
** | ** | ** |
** | ** | 27.95 |
30.30 | 4.13 | 4.26 |
1.86 | 28 |
29 | 6.98 | 0.00 |
** | ** |
|
** | ** | 23.55 |
30.64 | 4.13 | 4.13 |
1.78 | 29 |
30 | 7.31 | 0.00 |
** | ** |
|
** | ** | 21.77 |
32.38 | 4.13 | 4.13 |
1.78 | 30 |
31 | 7.31 |
|
** | ** |
|
** |
|
19.78 |
|
4.26 | 4.00 |
| 31 |
TOTAL | 295.81 |
63.80 | 0.00* |
** | ** |
** | ** | 345.36* |
814.09 | 789.66 | 137.46 |
74.16 |
|
MEAN | 9.54 |
2.13 | 0.00* |
** | ** |
** | ** | 17.27* |
27.14 | 25.47 | 4.43 |
2.47 |
|
AC-FT | 586.73 |
126.55 | 0.00* |
** | ** |
** | ** | 685.01* |
1614.72 | 1566.27 | 272.65 |
147.09 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
BEE-LINE DITCH | STATION NO. 007128.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1988 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 1.78 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 1 |
2 | 3.05 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 2 |
3 | 6.60 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 3 |
4 | 6.44 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 4 |
5 | 6.93 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 5 |
6 | 6.77 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 6 |
7 | 7.27 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 7 |
8 | 8.14 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 8 |
9 | 8.32 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 9 |
10 | 8.50 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 10 |
11 | 8.50 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 11 |
12 | 8.50 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 12 |
13 | 8.54 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 13 |
14 | 8.72 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 14 |
15 | 8.72 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 15 |
16 | 8.69 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 16 |
17 | 8.54 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 17 |
18 | 8.54 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 18 |
19 | 8.54 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 19 |
20 | 8.87 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 20 |
21 | 8.69 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 21 |
22 | 8.69 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 22 |
23 | 8.50 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 23 |
24 | 8.73 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 24 |
25 | 8.69 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 25 |
26 | 8.50 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 26 |
27 | 8.50 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 27 |
28 | 8.37 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 28 |
29 | 8.50 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 29 |
30 | 8.69 | ** |
** | ** |
|
** | ** | ** |
** | ** | ** |
** | 30 |
31 | 8.50 |
|
** | ** |
|
** |
| ** |
| ** | ** |
| 31 |
TOTAL | 244.32 |
** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
MEAN | 7.88 |
** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
AC-FT | 484.60 |
** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
Source: Wyoming Water Resources Data System, March 20, 2000
Bertram Ditch, New Fork River
Diversion Description: Diversion consists of a single 24" slide gate. No diversion dam exists.1
-
Diversion Location:
- Source: New Fork River, Trib. Green River
- Section, Township, Range: 16, 31, 109
Conveyance Description: Open Channel Canal, approximately 1 mile in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-09-1901 | 3406 |
Irrigation | 226.00 |
3.22 | 3.22 |
|
05-19-1908 | 1890E |
Irrigation | 725.00 |
10.35 | 13.57 |
|
03-06-1925 | 4444E |
Irrigation | 86.00 |
1.22 | 14.79 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to New Fork River near Big Piney.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Bertram Ditch, New Fork River, Diversion Data
No Diversion Data Available.
Boulder Canal, Boulder Creek
Diversion Description: Diversion consists of a single 72" steel radial gate.
A rock diversion dam exists.1
-
Diversion Location:
- Source: Boulder Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 23, 33, 108
Conveyance Description: Open Channel Canal, approximately 14 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
10-18-1899 | 2322 |
Irrigation | 630.00 |
9.00 | 9.00 | Permitted Name: Burkhalter |
03-08-1901 | 633E |
Irrigation | 285.00 |
4.07 | 13.07 | Permitted Name: Enl. Burkhalter |
08-01-1902 | 889E |
Domestic, Irrigation | 3,087.50 |
44.05 | 57.12 | Permitted Name: Boulder Canal (Enl. Oliver) |
08-25-1902 | 906E |
Irrigation | 260.00 |
3.71 | 60.83 | Permitted Name: Enl. Burkhalter |
05-11-1903 | 1042E |
Irrigation | 320.00 |
4.56 | 65.39 | Permitted Name: Enl. Burkhalter |
06-04-1903 | 1099E |
Irrigation | 729.00 |
10.41 | 75.80 | Permitted Name: Enl. Burkhalter
& Thompson |
12-18-1906 | 1646E |
Domestic, Irrigation | 746.00 |
10.64 | 86.44 | Permitted Name: Boulder (Enl. Burkhalter) |
10-14-1919 | 4030E |
Domestic, Irrigation, Stock | 3,693.47 |
52.66 | 139.10 | Permitted Name: Enl. Boulder Canal
(Oliver & Burkhalter) |
03-11-1948 | 5454E |
Irrigation | 99.00 |
1.41 | 140.51 | Permitted Name: Enl. Boulder Canal |
03-01-1984 | 6749E |
Irrigation | 37.00 |
0.53 | 141.04 | Permitted Name: Lozier Enl. Boulder Canal |
03-01-1984 | 6750E |
Irrigation | 59.00 |
0.84 | 141.88 | Permitted Name: Johnston Enl. Boulder Canal |
04-04-1985 | 6780E |
Irrigation | 26.60 |
0.39 | 142.27 | Permitted Name: Steele Enl.
Boulder Canal. Supplementary Supply for 63.90 acres with Original Supply from East Fork New
Fork River |
Storage Rights: None.
Estimated Canal Losses: Typical (10%) losses are experienced in the first 6 miles of the canal;
higher than typical losses (20-25%) are experienced in the remainder of the canal.1
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Approximately 85% of the return flows are delivered to West Fork New Fork River
near Ward Ball, and approximately 15% are delivered to East Fork River near New Fork Wyoming.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Boulder Canal, Boulder Creek, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
323.50 | 19,249.59 |
|
|
|
|
|
|
1985 |
|
|
|
|
|
|
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 |
|
|
|
|
|
|
|
|
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: |
|
|
323.50 | 19,249.59 |
|
|
|
|
|
|
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1981: 6/9, 360 cfs; 8/11, 22 cfs; 8/27, 120 cfs.
1982: 6/7, 380 cfs; 6/17, 360 cfs; 7/22, off.
1983: 5/10, 65 cfs (est); 5/18, off; 5/26, 80 cfs; 6/13, 384 cfs.
1984: 5/17, 100 cfs; 6/19, 366 cfs; 7/3, 372 cfs.
1991: 6/24, 344.26 cfs.
1992: 6/10, 251.00 cfs; 6/24, 100.00 cfs.
1993: 7/6, 350.00 cfs.
1994: 7/5, 350.00 cfs.
1996: 6/15, 348 cfs; 8/1, 76.8 cfs.
1997: 5/19, 160.6 cfs; 6120, 305 cfs; 7/29, 112.7 cfs.
1998: 8/4, 99.42 cfs; 9/30, 68.7 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983,
above average; 1984, above average; 1985, below average; 1986, average to slightly above
average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly
below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Colorado Ditch, Pine Creek
Diversion Description: Diversion consists of a 5' wide slide gate mounted on a concrete
structure. A rock diversion dam exists.1
-
Diversion Location:
- Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 28-34-109
Conveyance Description: Open Channel Canal, approximately 2 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
05-06-1898 | 1817 |
Irrigation | 723.98 |
10.34 | 10.34 |
|
02-09-1899 | 402E |
Irrigation | 287.00 |
4.06 | 14.40 |
|
11-08-1906 | 1631E |
Irrigation | 241.55 |
3.44 | 17.84 |
|
08-10-1934 | 4954E |
Domestic, Irrigation, Stock |
|
| 17.84 | 3,370.23 AF Secondary Supply
from Fremont Lake Reservoir (4453R and 4465R) (878.55 acres served) |
06-26-1945 | 5406E |
Irrigation, Stock | 72.90 |
1.04 | 18.88 |
|
05-07-1984 | 6859E |
Res. Supply |
|
| 18.88 | Supply Ditch for Golf Course
Pond Nos. 1-4 |
Storage Rights: Fremont Lake Reservoir.
Estimated Canal Losses: No significant losses are experienced. In fact, minor gains
are experienced from seepage of other ditches.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to West Fork New Fork River near Sill Ditch.2
Other Operational Information: The canal is typically turned on the first of May and off
the first of September.1
- Sources:
- 1) Bill Sours, Colorado Ditch Company, Interview, May 4, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Colorado Ditch, Pine Creek, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1974 | 21.11 | 1,298.20 |
54.85 | 3,263.80 |
42.38 | 2,606.08 |
0.00 | 0.00 |
4.75 | 282.64 |
1975 |
|
|
37.65 | 2,240.13 |
54.72 | 3,364.76 |
|
|
3.41 | 202.91 |
1976 |
|
|
25.54 | 1,519.93 |
29.35 | 1,804.76 |
6.55 | 402.64 |
9.71 | 578.00 |
1978 |
|
|
42.41 | 2,523.57 |
32.48 | 1,997.35 |
|
|
|
|
1980 | 2.75 | 169.09 |
26.75 | 1,591.74 |
18.79 | 1,155.35 |
0.00 | 0.00 |
|
|
1981 | 3.52 | 216.44 |
25.78 | 1,534.02 |
20.63 | 1,268.49 |
|
|
|
|
1982 |
|
|
33.07 | 1,967.80 |
46.24 | 2,843.19 |
0.06 | 3.69 |
1.50 | 89.26 |
1983 |
|
|
28.43 | 1,691.70 |
30.32 | 1,864.30 |
|
|
|
|
1984 |
|
|
27.38 | 1,629.22 |
38.55 | 2,370.35 |
8.85 | 544.17 |
|
|
1985 |
|
|
|
|
|
|
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 | 15.95 | 980.73 |
37.64 | 2,239.74 |
29.61 | 1,820.65 |
|
|
|
|
1988 |
|
|
|
|
13.51 | 830.68 |
|
|
|
|
1989 | 7.12 | 437.79 |
19.93 | 1,185.92 |
19.32 | 1,187.94 |
|
|
|
|
1990 |
|
|
2.69 | 160.07 |
|
|
|
|
|
|
1991 |
|
|
20.36 | 1,211.25 |
|
|
|
|
|
|
1992 | 32.49 | 1,997.73 |
34.03 | 2,024.93 |
23.64 | 1,453.57 |
20.16 | 1,239.59 |
6.39 | 380.23 |
1993 |
|
|
45.01 | 2,678.28 |
30.48 | 1,874.14 |
6.20 | 381.22 |
5.79 | 344.53 |
1994 | 26.08 | 1,603.60 |
42.44 | 2,525.36 |
31.88 | 1,960.22 |
9.07 | 557.69 |
5.85 | 348.10 |
1995 | 19.71 | 1,211.92 |
33.16 | 1,973.16 |
34.78 | 2,138.54 |
8.87 | 545.40 |
10.94 | 650.98 |
1996 | 8.77 | 539.25 |
28.47 | 1,694.08 |
20.57 | 1,264.80 |
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
2.19 | 134.76 |
|
|
|
Averages: | 15.28 | 939.42 |
31.42 | 1,869.71 | 30.43 |
1,870.89 | 6.20 | 380.92 |
6.04 | 359.58 |
Data in italics from USGS gaging station 006040.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 5/14, 6 cfs; 5/24, 5 cfs; 5/28, 3 cfs; 6/4, 5 cfs; 6/9, 10 cfs; 6/13, 30 cfs; 6/17,
32 cfs; 6/24, 40 cfs; 6/27, 40 cfs; 7/7, 58 cfs; 7/10, 40 cfs; 7/16, 7/17, 8/1 1, off.
1981: 5/13, 2 cfs (est); 5/27, 6 cfs; 6/9, 30 cfs; 6/15, 21 cfs; 7/6, 38 cfs; 7/15,
32 cfs; 7/24, 7/30, off; 8/7, 2 cfs (est).
1982: 5/24, off; 6/9, 20 cfs; 6/18, 40 cfs; 6/24, 45 cfs; 7/7, 62 cfs; 7/19, 55 cfs;
8/2, 9/6, off; 9/21, 6 cfs (est).
1983: 6/3, off; 6/22, 44 cfs; 6/27, 50 cfs; 7/11, 50 cfs; 7/19, 32 cfs; 7/26, off.
1984: 5/22, 4 cfs; 5/30, 2 cfs; 6/9, 17 cfs; 6/18, 31 cfs; 7/2, 50 cfs; 7/10, 45 cfs;
7/16, 30 cfs; 7/26, 38 cfs; 8/20, off.
1986: 6/18, 22.5 cfs; 6/26, 39 cfs; 7/9, 22.5 cfs.
1987: 5/6, 16.3 cfs; 5/7, 9.6 cfs; 6/2, 29.7 cfs; 6/23, 42.9 cfs; 7/13, 39.3 cfs;
7/15, 35.7 cfs; 8/3, 3.0 cfs.
1988: 6/1, 46.3 cfs; 7/14, 35.1 cfs; 7/26, 21.8 cfs; 8/1, 4 cfs; 8/5, 4 cfs.
1989: 5/4, 4 cfs; 5/17, 3 cfs; 5/26, 15 cfs; 6/8, 18 cfs; 6/26, 21 cfs; 7/3, 33 cfs; 8/2, 3 cfs.
1990: 5/21, 10.5 cfs; 6/13, 1.9 cfs (est); 7/12, 1.3 cfs (est).
1991: 6/10, 23.40 cfs; 7/2, 35.30 cfs.
1992: 4/15, 12.00 cfs; 5/6, 18.00 cfs; 5/26, 50.30 cfs; 5/27, 38.00 cfs; 6/3, 40.00 cfs;
6/16, 35.00 cfs; 6/24, 30.00 cfs; 7/17, 15.00 cfs; 7/18, 25.00 cfs; 7/20, 30.00 cfs; 8/31,
15.00 cfs; 9/4, 10.00 cfs; 9/28, 3.00 cfs.
1993: 5/17, 39.30 cfs; 5/22, 45.00 cfs; 5/28, 48.60 cfs; 6/2, 45.00 cfs; 7/5, 45.00 cfs;
7/7, 44.00 cfs; 8/4, 6.00 cfs; 8/8, 6.00 cfs; 8/10, 6.00 cfs; 8/16, 6.00 cfs; 8/20, 6.00 cfs;
8/23, 6.00 cfs; 9/20, 6.00 cfs; 9/23, 6.00 cfs; 9/25, 6.00 cfs; 9/29, 4.50
cfs; 10/2, 4.00 cfs.
1994: 5/2, off; 5/26, 45.30 cfs; 6/14, 38.00 cfs; 6/16, 40.00 cfs; 6/24, 48.80 cfs; 7/6,
35.00 cfs; 7/20, 38.00 cfs; 8/1, 10.00 cfs; 8/11, 9.00 cfs; 8/22, 9.00 cfs; 9/8, 8.00 cfs;
9/20, 10.00 cfs; 9/21, 10.00 cfs.
1995: 4/3, 4/30, off; 5/1, 12.5 cfs; 5/7, 18.8 cfs; 5/13, 20.0 cfs; 5/25, 21.5 cfs; 6/3,
22.0 cfs; 6/9, 33.0 cfs; 6/24, 37.8 cfs; 7/1, 35 cfs (est); 7/31, 35.0 cfs; 8/2, 8.0 cfs;
8/24, 7.5 cfs; 9/5, 18.7 cfs; 9/22, 12.0 cfs (est).
1996: 5/10, 2.0 cfs (est); 5/14, 8.5 cfs (est); 6/25, 33.9 cfs; 7/8, 42 cfs (est); 7/25,
off; 8/13, 1.5 cfs (est).
1997: 7/8, 28.2 cfs.
1998: 6/1, 33.05 cfs; 7/29, 2.5 cfs; 9/3, 1.9 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD | STATION NO. 006040.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1974 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
54.00 | 57.00 | 0.00 |
0.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
54.00 | 56.80 | 0.00 |
0.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 57.00 | 0.00 |
0.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 57.00 | 0.00 |
0.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 58.00 | 0.00 |
0.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 59.00 | 0.00 |
0.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
53.00 | 60.00 | 0.00 |
0.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
52.50 | 63.00 | 0.00 |
0.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
52.00 | 63.00 | 0.00 |
0.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
52.00 | 63.00 | 0.00 |
0.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
53.00 | 62.00 | 0.00 |
0.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
53.00 | 60.00 | 0.00 |
0.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
53.00 | 58.00 | 0.00 |
0.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
54.00 | 56.00 | 0.00 |
0.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 10.01 |
54.00 | 54.00 | 0.00 |
0.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 14.00 |
55.00 | 52.00 | 0.00 |
0.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 18.00 |
55.00 | 50.10 | 0.00 |
0.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 20.00 |
56.00 | 48.00 | 0.00 |
0.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 24.00 |
56.00 | 46.00 | 0.00 |
17.50 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 28.00 |
57.00 | 44.00 | 0.00 |
16.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 32.00 |
57.00 | 42.00 | 0.00 |
16.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 36.80 |
57.00 | 40.00 | 0.00 |
15.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 38.30 |
57.00 | 38.00 | 0.00 |
14.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 39.80 |
57.00 | 36.00 | 0.00 |
13.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 41.30 |
57.00 | 34.00 | 0.00 |
12.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 42.80 |
57.00 | 0.00 | 0.00 |
11.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 44.30 |
57.00 | 0.00 | 0.00 |
7.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 45.80 |
57.00 | 0.00 | 0.00 |
7.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 48.50 |
57.00 | 0.00 | 0.00 |
7.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 51.90 |
57.00 | 0.00 | 0.00 |
7.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 54.00 |
| 0.00 | 0.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 654.41* |
1645.50 | 1313.90 | 0.00 |
142.50 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 26.18* |
54.85 | 42.38 | 0.00 |
4.75 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 1298.20* |
3263.80 | 2606.08 | 0.00 |
282.64 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD | STATION NO. 006040.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1975 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 7.00 | ** |
** | ** | ** |
** | ** | ** |
12.00 | 50.90 | 48.00 |
** | 1 |
2 | 7.00 | ** |
** | ** | ** |
** | ** | ** |
13.00 | 53.00 | 47.00 |
** | 2 |
3 | 7.00 | ** |
** | ** | ** |
** | ** | ** |
14.00 | 54.00 | 47.00 |
** | 3 |
4 | 7.00 | ** |
** | ** | ** |
** | ** | ** |
15.00 | 55.00 | ** |
** | 4 |
5 | 7.00 | ** |
** | ** | ** |
** | ** | ** |
20.00 | 56.00 | ** |
** | 5 |
6 | 9.00 | ** |
** | ** | ** |
** | ** | ** |
25.00 | 57.00 | ** |
** | 6 |
7 | 9.00 | ** |
** | ** | ** |
** | ** | ** |
30.00 | 58.00 | ** |
** | 7 |
8 | 9.00 | ** |
** | ** | ** |
** | ** | ** |
35.00 | 59.70 | ** |
** | 8 |
9 | 9.00 | ** |
** | ** | ** |
** | ** | ** |
37.30 | 60.00 | ** |
** | 9 |
10 | 9.00 | ** |
** | ** | ** |
** | ** | ** |
38.00 | 59.00 | ** |
2.30 | 10 |
11 | 9.00 | ** |
** | ** | ** |
** | ** | ** |
39.00 | 59.00 | ** |
3.00 | 11 |
12 | 8.00 | ** |
** | ** | ** |
** | ** | ** |
40.00 | 59.00 | ** |
3.00 | 12 |
13 | 8.00 | ** |
** | ** | ** |
** | ** | ** |
41.00 | 58.00 | ** |
3.00 | 13 |
14 | 7.00 | ** |
** | ** | ** |
** | ** | ** |
42.00 | 58.00 | ** |
3.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
42.00 | 58.00 | ** |
3.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
42.90 | 57.00 | ** |
3.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
43.00 | 57.00 | ** |
3.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
43.00 | 57.00 | ** |
3.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
43.00 | 56.00 | ** |
3.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
43.00 | 55.00 | ** |
3.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | ** |
44.00 | 54.00 | ** |
7.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | ** |
44.00 | 53.00 | ** |
7.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | ** |
44.00 | 52.50 | ** |
7.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | ** |
44.50 | 52.00 | ** |
7.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 51.00 | ** |
7.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | ** |
48.00 | 51.00 | ** |
7.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | ** |
50.00 | 50.00 | ** |
7.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | ** |
50.10 | 50.00 | ** |
7.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | ** |
50.10 | 49.30 | ** |
7.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | ** |
50.50 | 49.00 | ** |
7.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 11.35 |
| 48.00 | ** |
| 31 |
TOTAL | 112.00* | ** |
** | ** | ** |
** | ** | 11.35* |
1129.40 | 1696.40 | 142.00* |
102.30* |
|
MEAN | 8.00* | ** |
** | ** | ** |
** | ** | 11.35* |
37.65 | 54.72 | 47.33* |
4.87* |
|
AC-FT | 221.15* | ** |
** | ** | ** |
** | ** | 22.51* |
2240.13 | 3364.76 | 281.65* |
202.91* |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD | STATION NO. 006040.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
18.30 | 30.00 | 5.00 |
5.00 | 1 |
2 | 3.50 | ** |
** | ** | ** |
** | ** | ** |
19.00 | 30.00 | 4.75 |
5.28 | 2 |
3 | 27.30 | ** |
** | ** | ** |
** | ** | ** |
21.00 | 30.00 | 5.00 |
5.00 | 3 |
4 | 27.00 | ** |
** | ** | ** |
** | ** | ** |
24.00 | 30.00 | 5.00 |
5.00 | 4 |
5 | 27.00 | ** |
** | ** | ** |
** | ** | ** |
27.00 | 31.00 | 6.00 |
5.00 | 5 |
6 | 27.00 | ** |
** | ** | ** |
** | ** | ** |
30.00 | 31.00 | 6.00 |
5.00 | 6 |
7 | 27.00 | ** |
** | ** | ** |
** | ** | ** |
33.00 | 31.00 | 7.00 |
5.04 | 7 |
8 | 26.00 | ** |
** | ** | ** |
** | ** | ** |
36.00 | 32.00 | 8.00 |
5.00 | 8 |
9 | 26.00 | ** |
** | ** | ** |
** | ** | ** |
39.80 | 32.00 | 9.00 |
5.00 | 9 |
10 | 26.00 | ** |
** | ** | ** |
** | ** | ** |
41.00 | 33.00 | 9.50 |
5.00 | 10 |
11 | 25.00 | ** |
** | ** | ** |
** | ** | ** |
41.00 | 34.00 | 10.00 |
12.00 | 11 |
12 | 25.00 | ** |
** | ** | ** |
** | ** | ** |
41.00 | 35.00 | 10.00 |
12.00 | 12 |
13 | 25.00 | ** |
** | ** | ** |
** | ** | ** |
36.00 | 36.50 | 9.00 |
12.60 | 13 |
14 | 24.00 | ** |
** | ** | ** |
** | ** | ** |
32.00 | 36.00 | 9.00 |
12.00 | 14 |
15 | 24.00 | ** |
** | ** | ** |
** | ** | ** |
32.50 | 35.00 | 8.00 |
12.00 | 15 |
16 | 24.00 | ** |
** | ** | ** |
** | ** | ** |
32.00 | 35.00 | 8.00 |
12.00 | 16 |
17 | 23.00 | ** |
** | ** | ** |
** | ** | 8.95 |
34.00 | 34.00 | 7.00 |
12.00 | 17 |
18 | 23.00 | ** |
** | ** | ** |
** | ** | 9.00 |
34.00 | 33.00 | 6.00 |
12.00 | 18 |
19 | 23.00 | ** |
** | ** | ** |
** | ** | 9.00 |
** | 32.50 | 5.00 |
12.00 | 19 |
20 | 22.00 | ** |
** | ** | ** |
** | ** | 9.00 |
** | 32.00 | 4.75 |
12.00 | 20 |
21 | 22.00 | ** |
** | ** | ** |
** | ** | 9.00 |
** | 32.00 | 5.00 |
12.00 | 21 |
22 | 22.00 | ** |
** | ** | ** |
** | ** | 9.00 |
** | 32.00 | 5.00 |
12.00 | 22 |
23 | 21.00 | ** |
** | ** | ** |
** | ** | 9.00 |
24.90 | 31.00 | 5.00 |
12.19 | 23 |
24 | 21.00 | ** |
** | ** | ** |
** | ** | 9.00 |
24.00 | 31.10 | 5.00 |
12.00 | 24 |
25 | 21.00 | ** |
** | ** | ** |
** | ** | 9.00 |
24.00 | 30.00 | 6.00 |
12.00 | 25 |
26 | 20.00 | ** |
** | ** | ** |
** | ** | 8.95 |
23.70 | 29.00 | 6.00 |
12.00 | 26 |
27 | 20.10 | ** |
** | ** | ** |
** | ** | 9.00 |
23.00 | 28.00 | 6.00 |
12.00 | 27 |
28 | 19.00 | ** |
** | ** | ** |
** | ** | 12.00 |
23.00 | 27.00 | 6.00 |
12.00 | 28 |
29 | 18.00 | ** |
** | ** |
|
** | ** | 15.00 |
23.10 | 6.00 | 6.00 |
12.30 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 18.00 |
29.00 | 5.80 | 6.00 |
12.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 18.00 |
| 5.00 | 5.00 |
| 31 |
TOTAL | 638.90* | ** |
** | ** | ** |
** | ** | 161.90* |
766.30* | 909.90 | 203.00 |
291.41 |
|
MEAN | 22.82* | ** |
** | ** | ** |
** | ** | 10.79* |
29.47* | 29.35 | 6.55 |
9.71 |
|
AC-FT | 1267.24* | ** |
** | ** | ** |
** | ** | 321.12* |
1519.93* | 1804.76 | 402.64 |
578.00 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD | STATION NO. 006040.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1978 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
12.00 | 50.90 | 48.00 |
** | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 56.00 | ** |
** | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 55.00 | ** |
** | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 54.00 | ** |
** | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
33.30 | 53.00 | ** |
** | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 52.00 | ** |
** | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
34.00 | 50.00 | ** |
** | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
35.00 | 48.00 | ** |
** | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
38.00 | 46.00 | ** |
** | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
40.00 | 44.00 | ** |
** | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
42.00 | 40.00 | ** |
** | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
44.00 | 32.00 | ** |
** | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 28.00 | ** |
** | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 28.00 | ** |
** | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 28.00 | ** |
** | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 49.00 | ** |
** | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 49.00 | ** |
** | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 49.00 | ** |
** | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 49.00 | ** |
** | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
47.00 | 48.00 | ** |
19.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
47.00 | 46.00 | ** |
18.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
47.00 | 44.00 | ** |
18.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
48.00 | 2.00 | ** |
17.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
48.00 | 2.00 | ** |
17.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
49.00 | ** | ** |
17.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
50.00 | ** | ** |
16.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
51.00 | ** | ** |
16.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
52.00 | ** | ** |
16.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 6.00 |
53.00 | ** | ** |
15.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 6.00 |
54.00 | ** | ** |
14.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 6.00 |
| ** | ** |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 72.00* |
1272.30 | 1007.00* | ** |
183.00* |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 6.00* |
42.41 | 41.96* | ** |
16.64* |
|
AC-FT | *** | ** |
** | ** | ** |
** | ** | 142.81* |
2523.57 | 1997.35* | ** |
362.98* |
|
Source: Wyoming Water Resources Data System, March 20, 2000
Converse Ditch, West Fork New Fork River
Diversion Description: Diversion consists of two 8' wide concrete and plank drop gates.1
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 3, 34, 110
Conveyance Description: Open Channel Canal, approximately 11 miles long1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
08-09-1898 | 1928 |
Irrigation | 622.00 |
8.88 | 8.88 | POD/MOC change from a portion
of Belknap & Noble Ditch. |
11-05-1900 | 2898 |
Irrigation | 320.00 |
4.57 | 13.45 | POD/MOC change from a portion
of Belknap & Noble Ditch. |
10-31-1901 | 3519 |
Irrigation | 720.00 |
10.26 | 23.71 |
|
11-11-1903 | 5855 |
Irrigation |
|
| 23.71 | 2,532.58 AF Secondary Supply
from New Fork Lake Reservoir (480R) (1,822.00 acres served) |
04-26-1906 | 1545E |
Irrigation | 80.00 |
1.14 | 24.85 |
|
Storage Rights: New Fork Lake Reservoir.
Estimated Canal Losses: Greater than typical losses (50%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Approximately 100 acres alfalfa; remaining lands are
native grass hay and pasture.1
Return Flows: Return flows are delivered to Duck Creek south of Cora.2
Other Operational Information: The canal is typically turned on in late May and
irrigation flows stop in late July. Stock flows continue until October.1
- Sources:
- 1) Floyd Briggs, New Fork River Irrigation District, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Converse Ditch, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
43.99 | 2,617.79 |
32.26 | 1,983.47 |
0.03 | 1.86 |
0.54 | 32.39 |
1985 | 17.53 | 1,077.90 |
37.34 | 2,221.59 |
18.31 | 1,125.86 |
1.79 | 110.24 |
9.03 | 537.32 |
1986 |
|
|
55.54 | 3,304.88 |
44.89 | 2,760.28 |
0.00 | 0.00 |
4.20 | 250.06 |
1987 | 24.09 | 1,480.98 |
32.79 | 1,951.18 |
21.36 | 1,313.49 |
0.00 | 0.00 |
6.39 | 380.15 |
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 | 17.20 | 1,057.59 |
27.18 | 1,617.32 |
6.87 | 422.19 |
|
|
|
|
1995 |
|
|
38.82 | 2,309.95 |
50.96 | 3,133.41 |
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 19.61 | 1,205.49 |
39.28 | 2,337.12 | 29.11 |
1,789.78 | 0.46 | 28.03 |
5.04 | 299.98 |
Data in italics from USGS gaging station 007122.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1993: 6/3, 65.00 cfs.
1994: 5/13, 25.00 cfs; 6/13, 35.00 cfs; 7/2, 10.20 cfs; 7/22, 10.00 cfs; 9/7, 6.00 cfs.
1995: 6/7, 25.0 cfs (est); 6/21, 58 cfs (est); 7/18, 59.9 cfs; 8/9, off.
1998: 6/9, 46.2 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
CONVERSE DITCH | STATION NO. 0077122.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1984 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
50.90 | 41.50 | 0.06 |
0.01 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
52.00 | 41.20 | 0.06 |
0.01 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
52.40 | 41.50 | 0.06 |
0.01 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
43.30 | 49.80 | 0.06 |
0.01 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
41.90 | 51.20 | 0.06 |
0.01 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
50.50 | 46.90 | 0.04 |
0.01 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
48.30 | 43.70 | 0.04 |
0.01 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
45.80 | 41.90 | 0.04 |
0.01 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
44.70 | 38.70 | 0.04 |
0.01 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
46.50 | 37.70 | 0.04 |
0.01 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
50.20 | 39.80 | 0.04 |
0.01 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
44.70 | 38.70 | 0.04 |
0.01 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
41.50 | 39.80 | 0.04 |
0.01 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
38.70 | 37.70 | 0.04 |
0.01 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
35.60 | 32.90 | 0.04 |
0.01 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
45.80 | 32.90 | 0.02 |
0.01 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
46.50 | 34.60 | 0.02 |
0.01 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
45.10 | 38.40 | 0.02 |
0.01 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
39.40 | 45.40 | 0.02 |
0.01 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
39.10 | 36.30 | 0.02 |
0.01 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 15.88 |
39.10 | 37.00 | 0.02 |
0.01 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 13.50 |
40.50 | 41.20 | 0.02 |
0.01 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 10.97 |
40.50 | 43.00 | 0.02 |
0.01 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 8.70 |
41.90 | 28.60 | 0.01 |
0.01 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 9.64 |
44.40 | 24.20 | 0.01 |
0.01 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 8.70 |
44.00 | 15.10 | 0.01 |
0.01 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 22.20 |
43.00 | 0.06 | 0.01 |
0.01 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 17.60 |
40.10 | 0.06 | 0.01 |
1.00 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 16.30 |
40.10 | 0.06 | 0.01 |
7.53 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 47.60 |
43.30 | 0.06 | 0.01 |
7.53 | 30 |
31 | ** |
|
** | ** |
|
** |
| 50.20 |
| 0.06 | 0.01 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 221.29* |
1319.80 | 1000.00 | 0.94 |
16.33 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 20.12* |
43.99 | 32.26 | 0.03 |
0.54 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 438.92* |
2617.79 | 1983.47 | 1.86 |
32.39 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
CONVERSE DITCH | STATION NO. 0077122.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1985 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 7.25 | ** |
** | ** | ** |
** | ** | ** |
48.89 | 7.28 | 0.38 |
5.11 | 1 |
2 | 5.44 | ** |
** | ** | ** |
** | ** | ** |
70.91 | 6.77 | 0.38 |
6.53 | 2 |
3 | 6.70 | ** |
** | ** | ** |
** | ** | ** |
49.37 | 11.40 | 0.38 |
8.05 | 3 |
4 | 8.11 | ** |
** | ** | ** |
** | ** | ** |
49.37 | 31.44 | 0.38 |
8.85 | 4 |
5 | 8.11 | ** |
** | ** | ** |
** | ** | ** |
46.51 | 35.66 | 0.38 |
8.85 | 5 |
6 | 8.11 | ** |
** | ** | ** |
** | ** | ** |
38.29 | 37.40 | 0.38 |
9.12 | 6 |
7 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
36.97 | 36.53 | 0.29 |
9.12 | 7 |
8 | 8.11 | ** |
** | ** | ** |
** | ** | ** |
36.53 | 35.66 | 0.07 |
9.40 | 8 |
9 | 9.32 | ** |
** | ** | ** |
** | ** | ** |
37.84 | 39.62 | 0.13 |
9.96 | 9 |
10 | 9.97 | ** |
** | ** | ** |
** | ** | 28.18 |
37.40 | 38.29 | 0.13 |
9.96 | 10 |
11 | 10.30 | ** |
** | ** | ** |
** | ** | 27.39 |
37.40 | 42.79 | 0.13 |
9.96 | 11 |
12 | 12.40 | ** |
** | ** | ** |
** | ** | 18.47 |
38.73 | 41.88 | 0.21 |
11.11 | 12 |
13 | 12.80 | ** |
** | ** | ** |
** | ** | 20.23 |
20.23 | 39.17 | 0.21 |
9.12 | 13 |
14 | 13.10 | ** |
** | ** | ** |
** | ** | 19.88 |
37.84 | 36.53 | 0.13 |
10.24 | 14 |
15 | 9.64 | ** |
** | ** | ** |
** | ** | 17.44 |
39.62 | 29.79 | 0.21 |
10.53 | 15 |
16 | 14.70 | ** |
** | ** | ** |
** | ** | 17.10 |
40.97 | 28.18 | 0.48 |
9.40 | 16 |
17 | 13.50 | ** |
** | ** | ** |
** | ** | 17.10 |
41.88 | 27.79 | 0.82 |
9.12 | 17 |
18 | 14.70 | ** |
** | ** | ** |
** | ** | 14.16 |
40.52 | 14.16 | 1.35 |
9.12 | 18 |
19 | 15.90 | ** |
** | ** | ** |
** | ** | 13.84 |
36.53 | 9.68 | 1.81 |
10.24 | 19 |
20 | 13.90 | ** |
** | ** | ** |
** | ** | 17.10 |
35.23 | 7.28 | 2.31 |
8.31 | 20 |
21 | 13.90 | ** |
** | ** | ** |
** | ** | 18.47 |
31.02 | 6.28 | 2.84 |
8.05 | 21 |
22 | 13.50 | ** |
** | ** | ** |
** | ** | 19.17 |
28.58 | 1.67 | 2.84 |
9.12 | 22 |
23 | 13.10 | ** |
** | ** | ** |
** | ** | 15.77 |
28.58 | 0.21 | 2.84 |
9.68 | 23 |
24 | 9.01 | ** |
** | ** | ** |
** | ** | 11.11 |
31.44 | 0.13 | 2.84 |
9.12 | 24 |
25 | 7.82 | ** |
** | ** | ** |
** | ** | 20.95 |
46.98 | 0.29 | 3.03 |
8.85 | 25 |
26 | 7.82 | ** |
** | ** | ** |
** | ** | 25.82 |
44.64 | 0.29 | 3.62 |
8.85 | 26 |
27 | 9.97 | ** |
** | ** | ** |
** | ** | 28.99 |
39.62 | 0.29 | 6.04 |
8.85 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 28.18 |
28.18 | 0.29 | 6.28 |
9.12 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 29.79 |
11.40 | 0.29 | 4.24 |
8.85 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 69.28 |
8.58 | 0.29 | 5.34 |
8.31 | 30 |
31 | ** |
|
** | ** |
|
** |
| 65.02 |
| 0.29 | 5.11 |
| 31 |
TOTAL | 284.71* | ** |
** | ** | ** |
** | ** | 543.44* |
1120.05 | 567.62 | 55.58 |
270.90 |
|
MEAN | 10.54* | ** |
** | ** | ** |
** | ** | 24.70* |
37.34 | 18.31 | 1.79 |
9.03 |
|
AC-FT | 564.71* | ** |
** | ** | ** |
** | ** | 1077.90* |
2221.59 | 1125.86 | 110.24 |
537.32 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
CONVERSE DITCH | STATION NO. 0077122.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1986 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 8.05 | 7.02 |
** | ** | ** |
** | ** | ** |
33.78 | 74.80 | 0.00 |
0.00 | 1 |
2 | 7.79 | 7.28 |
** | ** | ** |
** | ** | ** |
36.29 | 76.96 | 0.00 |
0.00 | 2 |
3 | 7.53 | 7.28 |
** | ** | ** |
** | ** | ** |
29.74 | 74.27 | 0.00 |
0.00 | 3 |
4 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
29.34 | 72.67 | 0.00 |
0.00 | 4 |
5 | 7.28 | ** |
** | ** | ** |
** | ** | ** |
58.81 | 67.94 | 0.00 |
0.00 | 5 |
6 | 7.28 | ** |
** | ** | ** |
** | ** | ** |
30.53 | 67.94 | 0.00 |
0.00 | 6 |
7 | 8.05 | ** |
** | ** | ** |
** | ** | ** |
79.13 | 68.46 | 0.00 |
0.00 | 7 |
8 | 8.05 | ** |
** | ** | ** |
** | ** | ** |
75.88 | 74.27 | 0.00 |
0.00 | 8 |
9 | 8.05 | ** |
** | ** | ** |
** | ** | ** |
68.83 | 72.67 | 0.00 |
0.00 | 9 |
10 | 8.85 | ** |
** | ** | ** |
** | ** | ** |
44.15 | 74.27 | 0.00 |
0.00 | 10 |
11 | 7.79 | ** |
** | ** | ** |
** | ** | ** |
45.05 | 70.56 | 0.00 |
0.00 | 11 |
12 | 7.79 | ** |
** | ** | ** |
** | ** | ** |
75.88 | 66.91 | 0.00 |
0.00 | 12 |
13 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
74.80 | 66.39 | 0.00 |
0.00 | 13 |
14 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
72.14 | 65.88 | 0.00 |
0.00 | 14 |
15 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
64.34 | 70.56 | 0.00 |
0.00 | 15 |
16 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
56.84 | 62.31 | 0.00 |
0.00 | 16 |
17 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
51.54 | 59.81 | 0.00 |
0.00 | 17 |
18 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
48.26 | 56.84 | 0.00 |
3.38 | 18 |
19 | 7.53 | ** |
** | ** | ** |
** | ** | ** |
41.91 | 37.99 | 0.00 |
8.41 | 19 |
20 | 7.28 | ** |
** | ** | ** |
** | ** | ** |
38.42 | 17.35 | 0.00 |
8.41 | 20 |
21 | 7.28 | ** |
** | ** | ** |
** | ** | ** |
74.80 | 16.36 | 0.00 |
8.68 | 21 |
22 | 7.53 | ** |
** | ** | ** |
** | ** | 11.44 |
74.27 | 20.06 | 0.00 |
8.68 | 22 |
23 | 8.31 | ** |
** | ** | ** |
** | ** | 9.75 |
67.94 | 22.18 | 0.00 |
8.94 | 23 |
24 | 8.05 | ** |
** | ** | ** |
** | ** | 8.94 |
59.31 | 19.72 | 0.00 |
10.59 | 24 |
25 | 8.05 | ** |
** | ** | ** |
** | ** | 10.87 |
58.81 | 6.65 | 0.00 |
10.59 | 25 |
26 | 7.79 | ** |
** | ** | ** |
** | ** | 10.31 |
59.31 | 4.39 | 0.00 |
11.16 | 26 |
27 | 7.79 | ** |
** | ** | ** |
** | ** | 10.31 |
56.84 | 2.46 | 0.00 |
11.44 | 27 |
28 | 7.53 | ** |
** | ** | ** |
** | ** | 8.68 |
57.83 | 0.94 | 0.00 |
12.03 | 28 |
29 | 6.77 | ** |
** | ** |
|
** | ** | 6.90 |
54.90 | 0.03 | 0.00 |
11.73 | 29 |
30 | 6.28 | ** |
** | ** |
|
** | ** | 6.90 |
51.54 | 0.00 | 0.00 |
12.03 | 30 |
31 | 7.28 |
|
** | ** |
|
** |
| 32.55 |
| 0.00 | 0.00 |
| 31 |
TOTAL | 236.69 | 21.58* |
** | ** | ** |
** | ** | 116.65* |
1666.21 | 1391.64 | 0.00 |
126.07 |
|
MEAN | 7.64 | 7.19* |
** | ** | ** |
** | ** | 11.67* |
55.54 | 44.89 | 0.00 |
4.20 |
|
AC-FT | 469.47 | 42.80* |
** | ** | ** |
** | ** | 231.37* |
3304.88 | 2760.28 | 0.00 |
250.06 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
CONVERSE DITCH | STATION NO. 0077122.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1987 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 12.62 | 5.03 |
** | ** | ** |
** | ** | ** |
25.29 | 26.42 | 0.00 |
0.00 | 1 |
2 | 13.22 | 5.48 |
** | ** | ** |
** | ** | ** |
26.04 | 23.44 | 0.00 |
0.00 | 2 |
3 | 11.44 | 5.03 |
** | ** | ** |
** | ** | ** |
28.73 | 14.01 | 0.00 |
0.00 | 3 |
4 | 10.59 | 4.81 |
** | ** | ** |
** | ** | ** |
26.80 | 7.79 | 0.00 |
3.90 | 4 |
5 | 10.03 | ** |
** | ** | ** |
** | ** | ** |
27.57 | 6.44 | 0.00 |
7.79 | 5 |
6 | 9.75 | ** |
** | ** | ** |
** | ** | ** |
27.57 | 5.53 | 0.00 |
7.79 | 6 |
7 | 9.75 | ** |
** | ** | ** |
** | ** | ** |
29.91 | 21.64 | 0.00 |
7.79 | 7 |
8 | 9.75 | ** |
** | ** | ** |
** | ** | ** |
32.32 | 33.96 | 0.00 |
7.79 | 8 |
9 | 9.75 | ** |
** | ** | ** |
** | ** | ** |
40.79 | 35.21 | 0.00 |
7.79 | 9 |
10 | 10.03 | ** |
** | ** | ** |
** | ** | ** |
49.44 | 54.69 | 0.00 |
7.79 | 10 |
11 | 10.59 | ** |
** | ** | ** |
** | ** | ** |
42.12 | 46.19 | 0.00 |
8.15 | 11 |
12 | 10.59 | ** |
** | ** | ** |
** | ** | 11.83 |
41.68 | 39.92 | 0.00 |
8.15 | 12 |
13 | 10.59 | ** |
** | ** | ** |
** | ** | 27.57 |
39.92 | 36.48 | 0.00 |
8.52 | 13 |
14 | 10.87 | ** |
** | ** | ** |
** | ** | 29.12 |
38.16 | 34.38 | 0.00 |
8.52 | 14 |
15 | 10.87 | ** |
** | ** | ** |
** | ** | 29.12 |
36.90 | 37.33 | 0.00 |
8.15 | 15 |
16 | 10.87 | ** |
** | ** | ** |
** | ** | 34.38 |
16.54 | 41.24 | 0.00 |
8.90 | 16 |
17 | 10.87 | ** |
** | ** | ** |
** | ** | 37.33 |
10.94 | 48.97 | 0.00 |
9.09 | 17 |
18 | 11.16 | ** |
** | ** | ** |
** | ** | 45.27 |
10.94 | 37.33 | 0.00 |
8.52 | 18 |
19 | 12.92 | ** |
** | ** | ** |
** | ** | 45.27 |
36.48 | 27.95 | 0.00 |
7.44 | 19 |
20 | 11.16 | ** |
** | ** | ** |
** | ** | 39.48 |
41.68 | 14.32 | 0.00 |
7.44 | 20 |
21 | 7.14 | ** |
** | ** | ** |
** | ** | 48.50 |
41.68 | 19.89 | 0.00 |
7.27 | 21 |
22 | 6.41 | ** |
** | ** | ** |
** | ** | 55.18 |
41.68 | 22.71 | 0.00 |
7.27 | 22 |
23 | 5.94 | ** |
** | ** | ** |
** | ** | 44.82 |
42.52 | 8.52 | 0.00 |
6.44 | 23 |
24 | 5.94 | ** |
** | ** | ** |
** | ** | 41.68 |
41.68 | 4.45 | 0.00 |
5.25 | 24 |
25 | 5.71 | ** |
** | ** | ** |
** | ** | 39.48 |
39.48 | 7.10 | 0.00 |
6.13 | 25 |
26 | 5.71 | ** |
** | ** | ** |
** | ** | 41.68 |
37.33 | 5.83 | 0.00 |
6.44 | 26 |
27 | 5.71 | ** |
** | ** | ** |
** | ** | 44.82 |
29.12 | 0.12 | 0.00 |
4.97 | 27 |
28 | 5.48 | ** |
** | ** | ** |
** | ** | 42.12 |
25.66 | 0.12 | 0.00 |
4.97 | 28 |
29 | 7.64 | ** |
** | ** |
|
** | ** | 32.32 |
27.18 | 0.12 | 0.00 |
4.70 | 29 |
30 | 10.03 | ** |
** | ** |
|
** | ** | 29.12 |
27.57 | 0.12 | 0.00 |
4.70 | 30 |
31 | 7.39 |
|
** | ** |
|
** |
| 27.57 |
| 0.00 | 0.00 |
| 31 |
TOTAL | 290.52 | 20.35* |
** | ** | ** |
** | ** | 746.66* |
983.72 | 662.22 | 0.00 |
191.66 |
|
MEAN | 9.37 | 5.09* |
** | ** | ** |
** | ** | 37.33* |
32.79 | 21.36 | 0.00 |
6.39 |
|
AC-FT | 576.24 | 40.36* |
** | ** | ** |
** | ** | 1480.98* |
1951.18 | 1313.49 | 0.00 |
380.15 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
CONVERSE DITCH | STATION NO. 0077122.00 |
LATITUDE 42-54-35 LONGITUDE 109-58-42 |
|
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1988 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 4.70 | 7.10 |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 1 |
2 | 4.45 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 2 |
3 | 4.19 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 3 |
4 | 5.53 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 4 |
5 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 5 |
6 | 8.15 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 6 |
7 | 8.90 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 7 |
8 | 8.52 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 8 |
9 | 9.68 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 9 |
10 | 11.38 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 10 |
11 | 11.83 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 11 |
12 | 10.26 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 12 |
13 | 10.51 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 13 |
14 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 14 |
15 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 15 |
16 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 16 |
17 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 17 |
18 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 18 |
19 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 19 |
20 | 10.94 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 20 |
21 | 11.38 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 21 |
22 | 11.38 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 22 |
23 | 10.09 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 23 |
24 | 10.09 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 24 |
25 | 10.09 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 25 |
26 | 9.68 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 26 |
27 | 9.68 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 27 |
28 | 9.68 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 28 |
29 | 9.68 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 29 |
30 | 8.52 | ** |
** | ** |
|
** | ** | ** |
** | ** | ** |
** | 30 |
31 | 7.44 |
|
** | ** |
|
** |
| ** |
| ** | ** |
| 31 |
TOTAL | 293.33 | 7.10* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
MEAN | 9.46 | 7.10* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
AC-FT | 581.81 | 14.08* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
Source: Wyoming Water Resources Data System, March 20, 2000
East Fork Canal, East Fork New Fork River
Diversion Description: Diversion consists of a single 3' by 3' slide gate mounted
on a concrete structure.1
-
Diversion Location:
- Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 10, 31, 106
Conveyance Description: Open Channel Canal, approximately 8 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-24-1905 | 6803 |
Irrigation | 720.00 |
10.27 | 10.27 | Formerly Lake Ditch |
08-23-1906 | 7356 |
Irrigation | 1,026.00 |
14.63 | 24.90 |
|
01-21-1911 | 2397E |
Irrigation | 84.00 |
1.20 | 26.10 |
|
Storage Rights: None.
Estimated Canal Losses: Due to the high content of gravel, sand, and boulders in the soil in the upper reaches of the ditch,
greater than typical losses (40%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Approximately 50% of the return flows are delivered to Muddy Creek,
and 50% to East Fork New Fork River.1
Other Operational Information: The canal is typically turned on the first of May and off
in mid-July.1
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
East Fork Canal, East Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
23.49 | 1,397.75 |
20.30 | 1,207.93 |
|
|
|
|
1981 | 13.94 | 857.14 |
18.00 | 1,071.07 |
|
|
|
|
|
|
1982 | 10.64 | 654.23 |
27.18 | 1,617.32 |
18.18 | 1,081.79 |
10.00 | 614.88 |
10.00 | 594.04 |
1983 | 4.43 | 272.39 |
18.12 | 1,078.21 |
18.44 | 1,097.26 |
|
|
|
|
1984 |
|
|
23.45 | 1,395.37 |
15.45 | 919.34 |
|
|
|
|
1985 |
|
|
|
|
0.65 | 38.68 |
0.65 | 38.68 |
1.83 | 108.89 |
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 |
|
|
14.35 | 853.88 |
|
|
|
|
|
|
1989 | 20.60 | 1,266.64 |
23.63 | 1,406.08 |
19.35 | 1,151.40 |
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
26.43 | 1,572.69 |
|
|
|
|
|
|
1992 | 30.11 | 1,851.39 |
25.40 | 1,511.40 |
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 | 33.11 | 2,035.85 |
32.85 | 1,954.71 |
21.83 | 1,298.98 |
3.90 | 232.07 |
|
|
1995 | 12.89 | 792.58 |
32.69 | 1,945.19 |
34.55 | 2,055.87 |
17.58 | 1,046.08 |
5.25 | 312.40 |
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 17.97 | 1,104.32 |
24.14 | 1,436.70 | 18.59 |
1,106.41 | 8.03 | 482.93 |
5.69 | 338.78 |
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 5/18, on; 5/21, 19 cfs; 5/29, 20 cfs; 6/3, 21 cfs; 6/11, 23 cfs; 6/23, 25 cfs; 6/30,
26 cfs; 7/9, 26 cfs; 7/15, 23 cfs; 7/22, 15 cfs; 7/28, 12 cfs; 8/8, 8 cfs; 8/12, 7 cfs; 8/13, off.
1981: 4/24, off; 5/8, 7.5 cfs; 5/14, 14 cfs; 6/10, 27 cfs; 6/17, 24 cfs; 6/25, 22 cfs; 7/11, off.
1982: 5/14, off; 5/24, 20 cfs; 6/3, 24 cfs; 6/18, 26 cfs; 6/23, 33 cfs; 7/2, 30 cfs; 7/8,
30 cfs; 7/16, 26 cfs; 7/19, off; 8/27, 10 cfs; 8/30, 10 cfs; 10/5, off.
1983: 5/24, on, 10 cfs; 5/26, 20 cfs; 6/7, 27 cfs, 6/17, 26 cfs; 6/24, 26 cfs; 7/6, 29 cfs;
7/12, 26 cfs; 7/19, 16 cfs; 7/27, off; 9/12, 13 cfs.
1984: 5/18, off; 6/1, 26 cfs; 6/9, 20 cfs; 6/12, 21 cfs; 6/29, 27 cfs; 7/6, 29 cfs; 7/16,
15 cfs; 7/23, off; 9/25, off.
1985: 7/6, 20 cfs; 7/7, off; 7/31, off; 9/5, 1.5 cfs (est); 9/25, 5.0 cfs (est).
1986: 6/26, 31.1 cfs; 9/9, 3 cfs (est).
1987: 5/14, 28.6 cfs; 7/14, off; 8/31, 3 cfs.
1988: 4/12, 0 cfs; 5/25, 0 cfs; 6/26, 19.5 cfs; 7/1, 9.2 cfs.
1989: 4/14, 0 cfs; 4/21, 20 cfs; 5/3, 20 cfs; 5/13, 20 cfs; 6/26, 25 cfs; 7/13, 20 cfs; 8/3, 0.
1990: 5/23, 27.4 cfs; 7/11, 15.0 cfs (est).
1991: 6/4, 30.33 cfs; 7/11, 28.0 cfs.
1992: 5/6, 40.00 cfs; 5/29, 35.00 cfs; 6/8, 40.00 cfs; 6/9, 24.00 cfs; 6/10, 24.00 cfs;
6/11, 20.00 cfs; 7/10, 20.00 cfs.
1993: 4/29, off; 5/3, 4.00 cfs; 6/18, 48.30 cfs; 7/27, off; 9/2, off.
1994: 5/3, 15.00 cfs; 5/23, 50.00 cfs; 6/19, 30.20 cfs; 6/20, 25.2 cfs; 7/18, 25.00 cfs;
8/4, 5.00 cfs; 9/15, off.
1995: 4/10, off; 4/18, off; 4/26, off; 5/24, 18.8 cfs; 6/26, 41.0 cfs; 7/6, 42 cfs; 7/7,
40 cfs (est.); 8/16, 15 cfs (est); 8/30, 15 cfs (est); 9/21, off.
1996: 5/4, 9.5 cfs (est); 6/26, 33.0 cfs (arrive), 1.42 cfs (depart); 9/21, 19.0 cfs (est).
1997: 5/27, 24 cfs (est).
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Fayette Canal, Fall Creek
Diversion Description: Diversion consists of two 36" slide gates.1
-
Diversion Location:
- Source: Fall Creek, Trib. Pole Creek, Trib. West Fork New Fork River,
Trib. New Fork River, Trib. Green River
- Section, Township, Range: 2, 33, 108
Conveyance Description: Open Channel Canal, approximately 8 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
06-22-1906 | 7496 |
Irrigation | 1,607.00 |
22.95 | 22.95 |
|
08-11-1952 | 5637E |
Irrigation, Stock | 522.00 |
7.45 | 30.40 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to West Fork new Fork River at Pole Creek.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Fayette Canal, Fall Creek, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
|
|
|
|
|
|
|
|
1985 |
|
|
|
|
|
|
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 |
|
|
|
|
6.15 | 378.07 |
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
18.67 | 1,107.26 |
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
28.50 | 1,695.65 |
20.29 | 1,247.58 |
10.99 | 675.75 |
4.69 | 279.07 |
1994 | 25.00 | 1,537.19 |
42.06 | 2,502.74 |
29.41 | 1,808.35 |
6.11 | 375.69 |
4.20 | 249.92 |
1995 | 7.65 | 470.38 |
29.80 | 1,773.22 |
24.68 | 1,517.51 |
25.45 | 1,564.86 |
12.05 | 717.02 |
1996 |
|
|
|
|
20.00 | 1,229.75 |
|
|
|
|
1997 |
|
|
|
|
|
|
17.12 | 1,052.46 |
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 16.33 | 1,003.79 |
29.76 | 1,769.72 | 20.11 |
1,236.25 | 14.92 | 917.19 |
6.98 | 415.34 |
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1987: 7/14, 46.8 cfs; 9/8, 6 cfs.
1988: 5/13, 13 cfs; 6/26, 22 cfs; 7/5, 9 cfs; 8/5, 0.5 cfs.
1991: 5/19, 13.08 cfs; 6/19, 38.35 cfs.
1992: 4/8, 0.00 cfs; 6/3, 21.00 cfs; 9/3, 2.00 cfs.
1993: 5/19, 22.60 cfs; 6/21, 31.60 cfs; 7/8, 19.60 cfs; 7/30, 20.00 cfs; 8/25, 6.30 cfs;
9/1, 4.50 cfs; 9/20, 10.30 cfs.
1994: 5/12, 25.00 cfs; 5/26, 45.50 cfs; 6/1, 48.30 cfs; 6/7, 50.00 cfs; 6/14, 45.00 cfs; 6/22,
35.60 cfs; 7/25, 28.80 cfs; 8/5, 10.60 cfs; 8/23, off; 8/30, 7.00 cfs; 9/6, 7.00 cfs; 9/19, 7.00 cfs.
1995: 4/6, 4/17, 5/4, off; 5/10, 6.5 cfs (est); 5/31, 12.8 cfs; 6/5, 21.8 cfs; 6/27,
38.8 cfs; 8/3, 12.0 cfs; 9/14, off.
1996: 5/1, 5/13, off; 7/1, 38 cfs (est); 8/1, 2.0 cfs (est).
1997: 7/22, 42.1 cfs; 8/19, 23.5 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Fremont Ditch, Pine Creek
|
Diversion Description: Diversion consists of a single 4' by 4' slide gate.
The headgate is attached to the Fremont Lake Dam.1 |
-
Diversion Location:
- Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 23-34-109
|
Conveyance Description: Open Channel Canal, approximately 6 miles in length.1 |
|
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
03-02-1954 | 21373 |
Irrigation, Stock | 474.00 |
6.77 | 6.77 |
|
05-25-1971 | 6388E |
Irrigation | 45.00 |
0.64 | 7.41 |
|
Storage Rights: None.
Estimated Canal Losses: Losses are minor.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to West Fork New Fork River at Willow Creek.2
Other Operational Information: The canal is initially turned on the first of
May for stock water use. By approximately the first of June the canal experiences its
highest flows. Typically, the canal is turned off by the first of October.1
- Sources:
- 1) Ken Shriver, Fremont Ditch Company, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Fremont Ditch, Pine Creek, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
|
|
|
|
|
|
|
|
1985 | 4.29 | 263.78 |
16.46 | 979.44 |
13.97 | 858.98 |
0.45 | 27.67 |
0.19 | 11.31 |
1986 | 3.36 | 206.60 |
21.54 | 1,281.72 |
23.77 | 1,461.56 |
1.02 | 62.72 |
0.74 | 44.03 |
1987 |
|
|
|
|
|
|
|
|
|
|
1988 | 6.13 | 376.92 |
23.53 | 1,400.13 |
14.35 | 882.35 |
5.41 | 332.65 |
6.82 | 405.82 |
1989 | 11.84 | 728.01 |
27.17 | 1,616.73 |
21.33 | 1,311.53 |
2.79 | 171.55 |
9.38 | 558.15 |
1990 | 13.55 | 833.16 |
20.60 | 1,225.79 |
21.41 | 1,316.45 |
3.32 | 204.14 |
2.82 | 167.80 |
1991 | 6.99 | 429.80 |
18.17 | 1,081.19 |
19.68 | 1,210.08 |
2.36 | 145.11 |
1.88 | 111.87 |
1992 | 10.34 | 635.78 |
20.37 | 1,212.10 |
16.90 | 1,039.14 |
1.86 | 114.37 |
0.41 | 24.40 |
1993 | 4.95 | 304.36 |
20.20 | 1,201.98 |
30.13 | 1,852.62 |
6.78 | 416.89 |
2.48 | 147.57 |
1994 | 5.38 | 330.80 |
29.09 | 1,730.98 |
22.00 | 1,352.73 |
6.53 | 401.51 |
3.80 | 226.12 |
1995 | 4.13 | 253.94 |
24.45 | 1,454.88 |
35.03 | 2,153.91 |
11.25 | 691.74 |
4.36 | 259.44 |
1996 | 6.67 | 410.12 |
25.97 | 1,545.32 |
28.65 | 1,761.62 |
5.18 | 318.51 |
2.73 | 162.45 |
1997 | 3.07 | 188.77 |
19.52 | 1,161.52 |
23.68 | 1,456.03 |
14.90 | 916.17 |
8.81 | 524.23 |
1998 |
|
|
|
|
10.79 | 663.45 |
5.43 | 333.88 |
1.64 | 97.59 |
|
Averages: | 6.73 | 413.50 |
22.26 | 1,324.31 | 21.67 |
1,332.34 | 5.18 | 318.22 |
3.54 | 210.83 |
Figures in italics are computed by USGS gaging station #09196940 (Fremont Ditch
near Pinedale, WY) records.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1996: 5/10, off; 5/11, 3.0 cfs (est); 6/11, 23 cfs (est); 6/15, 31 cfs (est); 6/17,
30.0 cfs (est); 6/24, 28 cfs (est); 6/25, 30.1 cfs; 7/1, 30 cfs; 7/3, 32 cfs (est);
7/8, 35.0 cfs (est); 7/23, 26 cfs (est); 7/25, 32 cfs (est); 7/29, 20 cfs (est); 8/1,
20 cfs (est); 8/6, 4.5 cfs (est); 8/13, 4.5 cfs (est); 8/19, 2.5 cfs (est); 8/26,
4.0 cfs (est); 8/30, 4.0 cfs (est); 9/4, 4.0 cfs (est); 9/12, 4.5 cfs (est); 9/16,
2.5 cfs (est); 9/24, 3.0 cfs (est).
1997: 5/12, 5.0 cfs (est); 6/2, 4.5 cfs (est); 6/12, 23 cfs (est); 7/7, 23.9 cfs;
7/15, 24.5 cfs; 7/19, 24.5 cfs; 7/24, 24.5 cfs; 7/29, 23.9 cfs; 7/30, 18 cfs (est);
8/7, 15.4 cfs; 8/12, 15.4 cfs; 8/18, 14 cfs; 8/25, 15.4 cfs; 9/4, 10.4 cfs; 9/10,
10.5 cfs; 9/23, 10.0 cfs; 9/30, off.
1998: 7/6, 25 cfs (est); 7/9, 25 cfs (est); 7/29, 0.5 cfs (est); 8/7, 6.17 cfs;
8/13, 6.17 cfs; 8/19, 5.75 cfs; 8/27, 5.7 cfs (est); 9/3, 3.3 cfs; 9/9, 3.3 cfs; 9/16, 3.2 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Gilligan & Iven Ditch, East Fork New Fork River
Diversion Description: Diversion consists of a single 40" by 40" slide gate mounted
on a concrete structure.1
-
Diversion Location:
- Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 9, 31, 106
Conveyance Description: Open Channel Canal, approximately 2 1/2 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
10-08-1897 | 1622 |
Irrigation | 630.00 |
9.00 | 9.00 |
|
12-11-1903 | 1137E |
Domestic, Irrigation, Stock | 320.00 |
4.57 | 13.57 |
|
Storage Rights: None.
Estimated Canal Losses: Slightly greater than typical losses (20%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to Cottonwood Creek above East Fork River.2
Other Operational Information: The canal is typically turned on the first of
May and off in mid-July.1
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Gilligan & Iven Ditch, East Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1975 | 5.52 | 339.93 |
18.75 | 1,115.70 |
19.58 | 1,203.87 |
5.51 | 338.50 |
4.18 | 248.73 |
1976 | 4.81 | 295.93 |
19.44 | 1,156.56 |
16.56 | 1,018.31 |
|
|
|
|
1978 | 7.35 | 452.23 |
18.50 | 1,100.83 |
15.81 | 971.90 |
|
|
|
|
1980 | 7.48 | 459.93 |
10.60 | 630.74 |
9.36 | 575.52 |
7.99 | 491.29 |
5.39 | 320.73 |
1981 | 13.88 | 853.45 |
22.19 | 1,320.40 |
9.15 | 562.61 |
5.20 | 319.74 |
2.22 | 132.10 |
1982 |
|
|
22.92 | 1,363.83 |
16.44 | 1,010.86 |
3.95 | 242.88 |
5.73 | 340.96 |
1983 |
|
|
8.33 | 495.67 |
5.95 | 365.85 |
8.58 | 527.56 |
|
|
1984 |
|
|
14.76 | 878.28 |
10.38 | 638.24 |
|
|
|
|
1985 |
|
|
|
|
|
|
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 | 6.67 | 410.12 |
10.69 | 636.10 |
|
|
|
|
|
|
1989 | 15.56 | 956.75 |
12.58 | 748.56 |
4.62 | 284.07 |
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1989 | 11.84 | 728.01 |
27.17 | 1,616.73 |
21.33 | 1,311.53 |
2.79 | 171.55 |
9.38 | 558.15 |
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
13.30 | 791.40 |
|
|
|
|
|
|
1993 | 12.20 | 750.35 |
|
|
|
|
|
|
|
|
1994 | 22.39 | 1,376.71 |
17.73 | 1,055.01 |
11.51 | 707.72 |
2.23 | 137.12 |
|
|
1995 | 9.58 | 589.05 |
19.12 | 1,137.72 |
20.37 | 1,252.50 |
4.73 | 290.84 |
1.09 | 64.86 |
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 10.54 | 648.45 |
16.07 | 956.22 | 12.70 |
781.04 | 5.46 | 335.42 |
3.72 | 221.48 |
Data in italics from USGS gaging station 006110.00, see attached data sheets
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 5/6, 5 cfs; 5/13, 9 cfs; 5/20, 8 cfs; 5/21, 11 cfs; 5/29, 10 cfs; 6/3, 10 cfs;
6/10, 13 cfs; 6/18, 10 cfs; 6/23, 10 cfs; 6/30, 9 cfs; 7/9, 8 cfs; 7/15, 6 cfs; 7/22,
7 cfs; 7/24, 16 cfs; 7/28, 12 cfs; 8/1, 16 cfs; 8/8, 6 cfs; 8/12, 5 cfs; 8/21, 8 cfs; 9/22, 5
cfs; 9/30, 4 cfs.
1981: 4/24, 5 cfs; 5/8, 13 cfs; 5/14, 8 cfs; 5/28, 21 cfs; 6/4, 24 cfs; 6/9, 25 cfs;
6/17, 21 cfs; 6/25, 22 cfs; 7/7, 12 cfs; 7/15, 8 cfs; 7/20, 7 cfs; 8/4, 6 cfs; 8/13,
5 cfs; 8/27, 5 cfs; 10/2, off.
1982:5/24, 21 cfs; 6/2, 21 cfs; 6/9, 21 cfs; 6/18, 27 cfs; 6/22, 26 cfs; 7/2, 17 cfs;
7/8, 22 cfs; 7/16, 23 cfs; 7/23, 13 cfs; 8/3, off; 8/27, 7 cfs; 9/22, 9 cfs.
1983: 5/26, 11 cfs; 6/1, 15 cfs; 6/7, 18 cfs; 6/17, 17 cfs; 6/24, 17 cfs; 7/6, 13 cfs;
7/12, 12 cfs; 7/19, 7 cfs; 7/27, off; 8/22, 12 cfs; 9/12, off.
1984: 5/18, 6 cfs; 5/22, 5 cfs; 6/1, 17 cfs; 6/9, 13 cfs; 6/12, 13 cfs; 6/14, 14 cfs;
6/29, 16 cfs; 7/6, 15 cfs; 7/11, 13 cfs; 7/16, 10 cfs; 7/19, 12 cfs; 7/23, 11 cfs; 7/30, off.
1985: 7/7, 13.3 cfs. (Ditch washed out.)
1986: 6/19, 10.0 cfs; 7/9, 12.8 cfs; 9/9, 8.1 cfs.
1987: 5/14, 27.7 cfs; 7/14, off.
1988: 4/12, 5 cfs; 5/25, 7 cfs; 6/18, 10 cfs; 6/26, 13.9 cfs; 6/27, 16.6 cfs; 7/1, 12.4 cfs.
1989: 4/14, 0 cfs; 4/21, 4.5 cfs; 5/3, 6 cfs; 5/13, 20 cfs; 6/28, 10 cfs; 7/13, 4 cfs; 8/1, 3 cfs.
1990: 6/18, 20.0 cfs (est); 7/11, 10.0 cfs (est).
1992: 5/29, 15.00 cfs; 6/8, 15.00 cfs; 6/10, 13.00 cfs; 6/11, 13.00 cfs; 7/10, 12.00 cfs.
1993: 4/29, 6.00 cfs; 5/3, 4.00 cfs; 6/14, 29.3 cfs; 7/27, 9/2, off.
1994: 5/3, 12.00 cfs; 5/23, 31.50 cfs; 6/19, 15.30 cfs; 6/20, 13.00 cfs; 7/18, 14.00 cfs;
8/4, 1.50 cfs; 9/3, 3.00 cfs.
1995: 4/10, off ; 4/18, 2.0 cfs (est); 4/26, 3.0 cfs (est); 5/24, 12.0 cfs; 6/26, 22.3 cfs;
7/6, 24 efs (est); 7/17, 22 cfs; 8/16, 3.5 cfs; 8/30, off; 9/21, 3.0 cfs.
1996: 5/4, 3.0 cfs; 6/26, 28 cfs (est).
1997: 7/15, 8.3 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
GILLIGAN & IVEN DITCH | STATION NO. 0066110.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1975 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
15.00 | 22.25 | 16.50 |
4.50 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
16.00 | 22.50 | 16.00 |
5.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
17.00 | 22.25 | 15.00 |
6.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
18.70 | 22.50 | 5.00 |
6.25 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
19.00 | 22.50 | 5.00 |
6.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
20.00 | 22.50 | 5.00 |
5.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
19.00 | 22.75 | 4.48 |
4.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
18.00 | 22.75 | 4.48 |
3.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
18.00 | 22.75 | 4.48 |
2.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
17.00 | 22.75 | 4.48 |
2.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
17.50 | 22.50 | 4.48 |
2.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
17.00 | 22.00 | 4.48 |
2.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 6.38 |
18.00 | 21.00 | 4.48 |
3.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 6.50 |
20.00 | 20.50 | 4.48 |
3.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 6.50 |
22.00 | 20.00 | 4.48 |
3.40 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
22.00 | 19.50 | 4.24 |
3.50 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
24.00 | 19.00 | 4.24 |
3.50 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
24.25 | 18.50 | 4.24 |
3.50 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
18.00 | 18.00 | 4.24 |
4.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
16.30 | 17.50 | 4.24 |
4.50 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
15.00 | 17.00 | 4.24 |
4.50 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
15.00 | 17.00 | 4.24 |
4.50 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
17.00 | 17.00 | 4.24 |
5.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
19.00 | 16.70 | 4.24 |
5.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
22.75 | 16.50 | 4.24 |
5.25 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
17.50 | 16.50 | 4.24 |
5.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 11.00 |
17.50 | 16.50 | 4.24 |
5.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 12.00 |
19.00 | 16.50 | 4.24 |
5.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 13.00 |
21.00 | 16.50 | 4.24 |
5.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 13.00 |
22.00 | 16.50 | 4.24 |
5.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 14.00 |
| 16.50 | 4.24 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 171.38* |
562.50 | 606.95 | 170.66 |
125.40 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 9.02* |
18.75 | 19.58 | 5.51 |
4.18 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 339.93* |
1115.70 | 1203.87 | 338.50 |
248.73 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
GILLIGAN & IVEN DITCH | STATION NO. 0066110.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
15.00 | 23.20 | 20.00 |
** | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
16.00 | 23.00 | 9.00 |
** | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
17.50 | 23.00 | 7.00 |
** | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
18.00 | 23.00 | 5.00 |
** | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | 1.50 |
18.00 | 23.00 | ** |
** | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | 1.00 |
18.00 | 22.00 | ** |
** | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | 1.00 |
19.00 | 21.70 | ** |
** | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | 1.00 |
19.00 | 21.00 | ** |
** | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | 1.00 |
19.00 | 21.00 | ** |
** | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | 1.00 |
19.50 | 20.00 | ** |
** | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
20.00 | 20.00 | ** |
** | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
21.00 | 19.90 | ** |
** | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
22.00 | 18.00 | ** |
** | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
18.00 | 17.00 | ** |
** | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
18.00 | 15.50 | ** |
** | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
18.00 | 14.00 | ** |
** | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
18.70 | 12.00 | 4.00 |
** | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
19.00 | 10.00 | 4.00 |
** | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
19.00 | 9.60 | 4.00 |
** | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 6.50 |
19.00 | 8.00 | 4.00 |
** | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
19.00 | 8.00 | 5.00 |
** | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
20.00 | 8.00 | 5.00 |
** | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
20.00 | 15.00 | 5.20 |
** | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
20.40 | 15.00 | 5.00 |
** | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
21.00 | 15.00 | 5.00 |
** | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
21.00 | 15.00 | ** |
** | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 10.20 |
22.00 | 15.00 | ** |
** | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
22.00 | 15.50 | ** |
** | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 11.00 |
23.00 | 15.00 | ** |
** | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 12.00 |
23.00 | 14.00 | ** |
** | 30 |
31 | ** |
|
** | ** |
|
** |
| 15.00 |
| 13.00 | ** |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 149.20* |
583.10 | 513.40 | 72.20* |
** |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 6.49* |
19.44 | 16.56 | 5.55* |
** |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 295.93* |
1156.56 | 1018.31 | 143.21* |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
GILLIGAN & IVEN DITCH | STATION NO. 0066110.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1978 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
13.00 | 20.00 | 2.00 |
** | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
12.00 | 20.00 | 1.00 |
** | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
13.00 | 20.00 | 1.00 |
** | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
14.00 | 20.00 | 1.00 |
** | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
15.00 | 21.00 | 2.00 |
6.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
18.00 | 21.00 | 2.00 |
5.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
22.00 | 20.00 | 2.00 |
** | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
22.00 | 20.00 | 2.00 |
** | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
22.00 | 21.00 | 2.00 |
** | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
22.00 | 21.00 | 2.00 |
** | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
18.00 | 21.00 | 2.00 |
3.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
14.00 | 21.00 | 2.00 |
** | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
12.00 | 21.00 | 2.00 |
** | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
12.00 | 20.00 | 2.00 |
** | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
20.00 | 19.00 | ** |
** | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
20.00 | 18.00 | ** |
** | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
20.00 | 17.00 | ** |
** | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
20.00 | 16.00 | ** |
** | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
20.00 | 13.00 | ** |
** | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
20.00 | 10.00 | ** |
** | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
22.00 | 10.00 | ** |
** | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
22.00 | 16.00 | ** |
** | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 12.00 |
22.00 | 16.00 | ** |
** | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 14.00 |
21.00 | 16.00 | ** |
** | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 14.00 |
21.00 | 16.00 | ** |
** | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 15.00 |
20.00 | 16.00 | ** |
** | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 16.00 |
20.00 | 4.00 | ** |
** | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 17.00 |
19.00 | 4.00 | ** |
** | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 16.00 |
19.00 | 4.00 | ** |
** | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 15.00 |
20.00 | 4.00 | ** |
** | 30 |
31 | ** |
|
** | ** |
|
** |
| 14.00 |
| 4.00 | ** |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 228.00* |
555.00 | 490.00 | 25.00* |
3.00* |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 10.36* |
18.50 | 15.81 | 1.79* |
3.00* |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 452.23* |
1100.83 | 971.90 | 49.59* |
5.95* |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
Source: Wyoming Water Resources Data System, March 20, 2000
Harry Rahm Ditch, West Fork New Fork River
Diversion Description: Diversion consists of a single 5' wide wood slide gate.
A wood plank diversion dam exists.1
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 3, 34, 110
Conveyance Description: Open Channel Canal, approximately 3/4 mile long1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-23-1896 | 1281 |
Irrigation | 171.00 |
2.44 | 2.44 | POD/MOC change from a portion
of W.F. Irrigation Ditch. |
07-13-1899 | 2175 |
Irrigation | 240.00 |
3.42 | 5.86 | POD/MOC change from a portion
of Ulrica Ditch. |
07-12-1902 | 4042 |
Irrigation | 440.00 |
6.29 | 12.15 | POD/MOC change from a
McKinley Ditch. |
11-11-1903 | 5855 |
Irrigation |
|
| 12.15 | POD/MOC change from a portion
of Ulrica Ditch. 333.60 AF Secondary Supply from New Fork Lake Reservoir (480R)
(240.00 acres served) |
11-11-1903 | 5855 |
Irrigation |
|
| 12.15 | POD/MOC change from a portion
of W.F Irrigation Ditch. 208.50 AF Secondary Supply from New Fork Lake Reservoir (480R)
(150.00 acres served) |
11-11-1903 | 5855 |
Irrigation |
|
| 12.15 | POD/MOC change from
McKinley Ditch. 601.10 AF Secondary Supply from New Fork Lake Reservoir (480R)
(432.45 acres served) |
11-11-1903 | 4866E |
Irrigation |
|
| 12.15 | POD/MOC change from a portion
of Ulrica Ditch. 55.60 AF Secondary Supply from New Fork Lake Reservoir (480R)
(40.00 acres served) |
11-28-1914 | 12843 |
Irrigation | 40.00 |
0.57 | 12.72 | POD/MOC change from Channel Ditch. |
Storage Rights: New Fork Lake Reservoir.
Estimated Canal Losses: Typical losses (10%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to West Fork New Fork River at Willow Creek.2
Other Operational Information: The canal is typically turned on in late May and
irrigation flows stop in late July. Stock flows continue until October.1
- Sources:
- 1) Floyd Briggs, New Fork River Irrigation District, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Harry Rahm Ditch, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
14.13 | 841.09 |
5.63 | 345.90 |
0.00 | 0.00 |
3.30 | 196.46 |
1985 |
|
|
8.16 | 485.81 |
3.29 | 202.04 |
1.28 | 78.82 |
3.11 | 185.22 |
1986 |
|
|
16.39 | 975.17 |
14.20 | 873.34 |
0.37 | 22.51 |
1.51 | 89.77 |
1987 | 4.97 | 305.34 |
5.87 | 349.39 |
3.01 | 185.04 |
1.18 | 72.69 |
2.80 | 166.61 |
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 |
|
|
|
|
13.88 | 853.45 |
|
|
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 4.97 | 305.34 |
11.14 | 662.87 | 7.12 |
437.50 | 0.71 | 43.51 |
2.68 | 159.52 |
Data in italics from USGS gaging station 007113.00, see attached data sheets
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data for Ulrica Ditch Included in Total
Data:
1994: 7/2, 14.30 cfs; 7/22, 15.00 cfs; 9/7, 3.00 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
HARRY RAHM DITCH | STATION NO. 007113.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M. |
|
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800 |
|
SUBLETTE COUNTY |
|
DATA FROM WWRC |
|
***TO USE THIS DATA,SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1984 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
12.90 | 14.00 | 0.00 |
0.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
12.90 | 3.92 | 0.00 |
0.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
12.90 | 4.21 | 0.00 |
0.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
9.35 | 10.70 | 0.00 |
0.58 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
12.30 | 12.60 | 0.00 |
1.90 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
20.40 | 12.90 | 0.00 |
1.21 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
19.10 | 9.35 | 0.00 |
1.48 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
16.60 | 8.33 | 0.00 |
1.79 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
15.80 | 7.17 | 0.00 |
2.88 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
16.20 | 8.09 | 0.00 |
3.22 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
18.20 | 8.83 | 0.00 |
3.63 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
15.00 | 9.09 | 0.00 |
4.68 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
13.30 | 9.35 | 0.00 |
3.92 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
11.60 | 9.35 | 0.00 |
3.63 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
11.00 | 12.60 | 0.00 |
3.63 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
15.80 | 8.33 | 0.00 |
3.63 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
15.80 | 8.83 | 0.00 |
2.88 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
15.40 | 10.70 | 0.00 |
2.88 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
12.60 | 5.19 | 0.00 |
2.72 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
12.30 | 0.12 | 0.00 |
3.22 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 0.54 |
12.30 | 0.07 | 0.00 |
4.21 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 0.49 |
11.60 | 0.38 | 0.00 |
4.06 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 0.45 |
11.60 | 0.24 | 0.00 |
6.95 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 0.45 |
14.00 | 0.04 | 0.00 |
6.32 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 0.45 |
15.80 | 0.00 | 0.00 |
5.37 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 0.22 |
15.40 | 0.00 | 0.00 |
5.02 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 1.68 |
14.30 | 0.00 | 0.00 |
5.02 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 1.58 |
12.30 | 0.00 | 0.00 |
4.85 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 1.58 |
12.60 | 0.00 | 0.00 |
4.85 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 11.60 |
14.70 | 0.00 | 0.00 |
4.52 | 30 |
31 | ** |
|
** | ** |
|
** |
| 13.30 |
| 0.00 | 0.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 32.34* |
424.05 | 174.39 | 0.00 |
99.05 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 2.94* |
14.14 | 5.63 | 0.00 |
3.30 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 64.15* |
841.09 | 345.90 | 0.00 |
196.46 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
HARRY RAHM DITCH | STATION NO. 007113.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M. |
|
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800 |
|
SUBLETTE COUNTY |
|
DATA FROM WWRC |
|
***TO USE THIS DATA,SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1985 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 4.36 | ** |
** | ** | ** |
** | ** | ** |
11.18 | 0.00 | 0.00 |
3.03 | 1 |
2 | 5.02 | ** |
** | ** | ** |
** | ** | ** |
10.01 | 0.00 | 0.00 |
0.77 | 2 |
3 | 5.19 | ** |
** | ** | ** |
** | ** | ** |
13.50 | 0.86 | 0.00 |
0.00 | 3 |
4 | 4.85 | ** |
** | ** | ** |
** | ** | ** |
12.96 | 7.72 | 0.00 |
0.00 | 4 |
5 | 3.77 | ** |
** | ** | ** |
** | ** | ** |
12.18 | 10.24 | 0.00 |
0.11 | 5 |
6 | 3.77 | ** |
** | ** | ** |
** | ** | ** |
10.45 | 10.47 | 0.00 |
0.33 | 6 |
7 | 3.77 | ** |
** | ** | ** |
** | ** | ** |
10.01 | 10.24 | 0.00 |
0.86 | 7 |
8 | 3.77 | ** |
** | ** | ** |
** | ** | ** |
9.57 | 9.35 | 0.00 |
1.99 | 8 |
9 | 3.77 | ** |
** | ** | ** |
** | ** | ** |
9.79 | 6.45 | 0.00 |
3.03 | 9 |
10 | 3.92 | ** |
** | ** | ** |
** | ** | ** |
9.79 | 5.03 | 0.00 |
3.03 | 10 |
11 | 3.92 | ** |
** | ** | ** |
** | ** | ** |
9.79 | 5.96 | 1.47 |
3.03 | 11 |
12 | 4.21 | ** |
** | ** | ** |
** | ** | ** |
9.79 | 5.33 | 1.33 |
3.71 | 12 |
13 | 4.21 | ** |
** | ** | ** |
** | ** | ** |
9.35 | 4.61 | 1.07 |
3.14 | 13 |
14 | 4.21 | ** |
** | ** | ** |
** | ** | ** |
9.57 | 4.08 | 0.86 |
3.03 | 14 |
15 | 7.85 | ** |
** | ** | ** |
** | ** | ** |
10.01 | 3.83 | 0.69 |
3.25 | 15 |
16 | 12.30 | ** |
** | ** | ** |
** | ** | ** |
9.35 | 8.31 | 0.77 |
3.71 | 16 |
17 | 1.90 | ** |
** | ** | ** |
** | ** | ** |
6.80 | 7.91 | 1.19 |
3.83 | 17 |
18 | 0.68 | ** |
** | ** | ** |
** | ** | ** |
6.28 | 0.54 | 1.33 |
3.83 | 18 |
19 | 0.18 | ** |
** | ** | ** |
** | ** | 5.64 |
5.03 | 0.20 | 2.63 |
4.61 | 19 |
20 | 0.15 | ** |
** | ** | ** |
** | ** | 8.31 |
4.47 | 0.20 | 1.63 |
4.08 | 20 |
21 | 0.11 | ** |
** | ** | ** |
** | ** | 7.91 |
5.79 | 0.33 | 1.99 |
4.21 | 21 |
22 | 0.07 | ** |
** | ** | ** |
** | ** | 6.98 |
7.34 | 0.20 | 1.80 |
4.89 | 22 |
23 | 0.03 | ** |
** | ** | ** |
** | ** | 6.98 |
7.72 | 0.00 | 1.80 |
4.61 | 23 |
24 | 0.00 | ** |
** | ** | ** |
** | ** | 7.16 |
7.34 | 0.00 | 1.99 |
4.47 | 24 |
25 | 0.00 | ** |
** | ** | ** |
** | ** | 11.18 |
8.11 | 0.00 | 2.20 |
4.47 | 25 |
26 | 0.00 | ** |
** | ** | ** |
** | ** | 13.23 |
7.72 | 0.00 | 2.42 |
4.47 | 26 |
27 | 0.00 | ** |
** | ** | ** |
** | ** | 15.81 |
6.28 | 0.00 | 2.63 |
4.61 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 15.81 |
4.75 | 0.00 | 3.03 |
4.61 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 14.63 |
0.00 | 0.00 | 2.54 |
4.08 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 16.11 |
0.00 | 0.00 | 2.54 |
3.59 | 30 |
31 | ** |
|
** | ** |
|
** |
| 13.51 |
| 0.00 | 3.83 |
| 31 |
TOTAL | 82.01* | ** |
** | ** | ** |
** | ** | 143.26* |
244.93 | 101.86 | 39.74 |
93.38 |
|
MEAN | 3.04* | ** |
** | ** | ** |
** | ** | 11.02* |
8.16 | 3.29 | 1.28 |
3.11 |
|
AC-FT | 162.66* | ** |
** | ** | ** |
** | ** | 284.15* |
485.81 | 202.04 | 78.82 |
185.22 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
HARRY RAHM DITCH | STATION NO. 007113.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M. |
|
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800 |
|
SUBLETTE COUNTY |
|
DATA FROM WWRC |
|
***TO USE THIS DATA,SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1986 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 3.47 | 3.36 |
** | ** | ** |
** | ** | ** |
8.37 | 29.47 | 0.00 |
0.19 | 1 |
2 | 3.59 | 3.36 |
** | ** | ** |
** | ** | ** |
9.43 | 31.82 | 0.00 |
0.17 | 2 |
3 | 3.59 | 3.36 |
** | ** | ** |
** | ** | ** |
7.38 | 31.34 | 0.00 |
0.17 | 3 |
4 | 3.59 | ** |
** | ** | ** |
** | ** | ** |
7.96 | 31.54 | 0.00 |
0.17 | 4 |
5 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
17.99 | 30.87 | 0.00 |
0.19 | 5 |
6 | 3.25 | ** |
** | ** | ** |
** | ** | ** |
6.31 | 30.87 | 0.00 |
0.17 | 6 |
7 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
19.71 | 29.47 | 0.00 |
0.22 | 7 |
8 | 3.59 | ** |
** | ** | ** |
** | ** | ** |
16.36 | 25.93 | 0.00 |
0.29 | 8 |
9 | 3.59 | ** |
** | ** | ** |
** | ** | ** |
12.86 | 26.79 | 0.00 |
0.69 | 9 |
10 | 3.71 | ** |
** | ** | ** |
** | ** | ** |
8.57 | 25.09 | 0.00 |
0.69 | 10 |
11 | 3.59 | ** |
** | ** | ** |
** | ** | ** |
10.11 | 24.27 | 0.00 |
0.69 | 11 |
12 | 3.59 | ** |
** | ** | ** |
** | ** | ** |
25.93 | 23.47 | 0.00 |
0.77 | 12 |
13 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
25.09 | 22.68 | 0.00 |
0.86 | 13 |
14 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
24.68 | 22.68 | 0.00 |
0.96 | 14 |
15 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
20.79 | 22.68 | 0.00 |
0.96 | 15 |
16 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
17.65 | 16.05 | 0.00 |
1.08 | 16 |
17 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
14.84 | 11.06 | 0.00 |
1.08 | 17 |
18 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
13.68 | 3.46 | 0.00 |
1.48 | 18 |
19 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
10.82 | 0.77 | 0.00 |
2.24 | 19 |
20 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
9.43 | 0.00 | 0.00 |
2.01 | 20 |
21 | 3.47 | ** |
** | ** | ** |
** | ** | ** |
28.55 | 0.00 | 0.00 |
2.24 | 21 |
22 | 3.59 | ** |
** | ** | ** |
** | ** | 0.12 |
29.01 | 0.00 | 0.00 |
2.33 | 22 |
23 | 3.71 | ** |
** | ** | ** |
** | ** | 0.01 |
27.22 | 0.00 | 0.10 |
2.61 | 23 |
24 | 3.71 | ** |
** | ** | ** |
** | ** | 0.01 |
25.09 | 0.04 | 2.33 |
3.12 | 24 |
25 | 3.59 | ** |
** | ** | ** |
** | ** | 0.01 |
21.91 | 0.00 | 1.80 |
3.02 | 25 |
26 | 3.59 | ** |
** | ** | ** |
** | ** | 0.01 |
17.32 | 0.00 | 1.63 |
3.12 | 26 |
27 | 3.47 | ** |
** | ** | ** |
** | ** | 0.01 |
15.13 | 0.00 | 1.47 |
3.35 | 27 |
28 | 3.47 | ** |
** | ** | ** |
** | ** | 0.01 |
13.97 | 0.00 | 1.33 |
3.58 | 28 |
29 | 2.93 | ** |
** | ** |
|
** | ** | 0.77 |
13.68 | 0.00 | 1.47 |
3.35 | 29 |
30 | 2.63 | ** |
** | ** |
|
** | ** | 0.01 |
11.81 | 0.00 | 0.96 |
3.46 | 30 |
31 | 3.14 |
|
** | ** |
|
** |
| 5.04 |
| 0.00 | 0.26 |
| 31 |
TOTAL | 107.56 | 10.08* |
** | ** | ** |
** | ** | 6.00* |
491.65 | 440.31 | 11.35 |
45.26 |
|
MEAN | 3.47 | 3.36* |
** | ** | ** |
** | ** | .60* |
16.39 | 14.20 | 0.37 |
1.51 |
|
AC-FT | 213.34 | 19.99* |
** | ** | ** |
** | ** | 11.90* |
975.17 | 873.34 | 22.51 |
89.77 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
HARRY RAHM DITCH | STATION NO. 007113.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M. |
|
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800 |
|
SUBLETTE COUNTY |
|
DATA FROM WWRC |
|
***TO USE THIS DATA,SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1987 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 3.82 | 0.54 |
** | ** | ** |
** | ** | ** |
4.90 | 4.47 | 0.00 |
2.53 | 1 |
2 | 4.33 | 0.61 |
** | ** | ** |
** | ** | ** |
5.35 | 5.99 | 0.00 |
2.62 | 2 |
3 | 4.07 | 0.42 |
** | ** | ** |
** | ** | ** |
5.82 | 2.06 | 0.00 |
3.88 | 3 |
4 | 3.82 | 0.42 |
** | ** | ** |
** | ** | ** |
4.61 | 0.77 | 0.00 |
4.12 | 4 |
5 | 3.58 | ** |
** | ** | ** |
** | ** | ** |
3.58 | 0.47 | 0.00 |
3.44 | 5 |
6 | 3.58 | ** |
** | ** | ** |
** | ** | ** |
3.23 | 0.28 | 0.00 |
2.81 | 6 |
7 | 3.58 | ** |
** | ** | ** |
** | ** | ** |
5.66 | 2.61 | 0.00 |
2.91 | 7 |
8 | 3.46 | ** |
** | ** | ** |
** | ** | ** |
5.99 | 2.71 | 0.00 |
2.91 | 8 |
9 | 3.46 | ** |
** | ** | ** |
** | ** | ** |
10.16 | 6.50 | 0.00 |
2.91 | 9 |
10 | 3.46 | ** |
** | ** | ** |
** | ** | ** |
12.15 | 10.16 | 0.00 |
2.91 | 10 |
11 | 3.82 | ** |
** | ** | ** |
** | ** | ** |
9.93 | 8.61 | 0.00 |
3.02 | 11 |
12 | 3.70 | ** |
** | ** | ** |
** | ** | 2.71 |
8.61 | 7.60 | 0.00 |
3.12 | 12 |
13 | 3.46 | ** |
** | ** | ** |
** | ** | 5.20 |
6.15 | 6.67 | 0.00 |
3.18 | 13 |
14 | 3.35 | ** |
** | ** | ** |
** | ** | 5.99 |
4.90 | 6.50 | 0.00 |
3.23 | 14 |
15 | 4.07 | ** |
** | ** | ** |
** | ** | 5.82 |
4.47 | 7.22 | 0.00 |
3.12 | 15 |
16 | 4.07 | ** |
** | ** | ** |
** | ** | 6.50 |
0.00 | 6.85 | 0.00 |
3.18 | 16 |
17 | 4.07 | ** |
** | ** | ** |
** | ** | 7.22 |
0.00 | 8.20 | 0.00 |
3.23 | 17 |
18 | 4.20 | ** |
** | ** | ** |
** | ** | 8.82 |
0.00 | 3.95 | 0.00 |
3.12 | 18 |
19 | 4.47 | ** |
** | ** | ** |
** | ** | 9.93 |
9.04 | 1.67 | 0.00 |
2.71 | 19 |
20 | 3.02 | ** |
** | ** | ** |
** | ** | 11.13 |
9.93 | 0.00 | 3.54 |
2.71 | 20 |
21 | 0.33 | ** |
** | ** | ** |
** | ** | 15.26 |
8.20 | 0.00 | 3.54 |
2.71 | 21 |
22 | 0.25 | ** |
** | ** | ** |
** | ** | 13.51 |
7.60 | 0.00 | 3.44 |
2.66 | 22 |
23 | 0.22 | ** |
** | ** | ** |
** | ** | 9.70 |
7.41 | 0.00 | 3.22 |
2.52 | 23 |
24 | 0.04 | ** |
** | ** | ** |
** | ** | 7.60 |
7.60 | 0.00 | 3.44 |
2.16 | 24 |
25 | 0.00 | ** |
** | ** | ** |
** | ** | 6.33 |
7.60 | 0.00 | 3.33 |
2.42 | 25 |
26 | 0.00 | ** |
** | ** | ** |
** | ** | 6.67 |
7.04 | 0.00 | 3.12 |
2.61 | 26 |
27 | 0.00 | ** |
** | ** | ** |
** | ** | 7.04 |
4.75 | 0.00 | 2.91 |
2.06 | 27 |
28 | 0.02 | ** |
** | ** | ** |
** | ** | 6.50 |
3.70 | 0.00 | 2.62 |
1.86 | 28 |
29 | 0.07 | ** |
** | ** |
|
** | ** | 6.67 |
3.70 | 0.00 | 2.53 |
1.67 | 29 |
30 | 0.61 | ** |
** | ** |
|
** | ** | 5.99 |
4.07 | 0.00 | 2.53 |
1.67 | 30 |
31 | 0.61 |
|
** | ** |
|
** |
| 5.35 |
| 0.00 | 2.43 |
| 31 |
TOTAL | 77.54 | 1.99* |
** | ** | ** |
** | ** | 153.94* |
176.15 | 93.29 | 36.65 |
84.00 |
|
MEAN | 2.50 | .50* |
** | ** | ** |
** | ** | 7.70* |
5.87 | 3.01 | 1.18 |
2.80 |
|
AC-FT | 153.80 | 3.95* |
** | ** | ** |
** | ** | 305.34* |
349.39 | 185.04 | 72.69 |
166.61 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
HARRY RAHM DITCH STATION NO. 007113.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NW1/4SW1/4 SECTION 25 TOWNSHIP 35 N,RANGE 110 W 6TH P.M.
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800
SUBLETTE COUNTY DATA FROM WWRC (C)
****TO USE THIS DATA, SEE VIC HASFURTHER****
MEAN DAILY FLOW IN CFS BY WATER YEAR
HARRY RAHM DITCH | STATION NO. 007113.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M. |
|
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800 |
|
SUBLETTE COUNTY |
|
DATA FROM WWRC |
|
***TO USE THIS DATA,SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1988 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 1.59 | 3.35 |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 1 |
2 | 1.51 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 2 |
3 | 1.21 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 3 |
4 | 2.16 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 4 |
5 | 3.02 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 5 |
6 | 2.81 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 6 |
7 | 2.91 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 7 |
8 | 3.70 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 8 |
9 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 9 |
10 | 5.20 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 10 |
11 | 5.35 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 11 |
12 | 4.61 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 12 |
13 | 4.61 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 13 |
14 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 14 |
15 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 15 |
16 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 16 |
17 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 17 |
18 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 18 |
19 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 19 |
20 | 4.75 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 20 |
21 | 5.05 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 21 |
22 | 5.12 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 22 |
23 | 4.47 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 23 |
24 | 4.47 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 24 |
25 | 4.47 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 25 |
26 | 4.41 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 26 |
27 | 4.34 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 27 |
28 | 4.41 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 28 |
29 | 4.41 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 29 |
30 | 4.07 | ** |
** | ** |
|
** | ** | ** |
** | ** | ** |
** | 30 |
31 | 3.35 |
|
** | ** |
|
** |
| ** |
| ** | ** |
| 31 |
TOTAL | 125.25 | 3.35* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
MEAN | 4.04 | 3.35* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
AC-FT | 248.43 | 6.64* |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
Source: Wyoming Water Resources Data System, March 20, 2000
Highland Canal, Pine Creek
|
Diversion Description: Diversion consists of three 6' by 6' slide gates.
The headgate is attached to the Fremont Lake Dam.1 |
Diversion Location:
- Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 23-34-109
|
Conveyance Description: Open Channel Canal, approximately 22 miles in length.1 |
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
02-21-1908 | 8238 |
Irrigation | 5,177.34 |
73.49 | 73.49 |
|
08-10-1934 | 4944E |
Domestic, Irrigation, Stock |
|
| 73.49 | 1,153.82 AF Secondary
Supply from Fremont Lake Reservoir (4453R and 4465R) (335.00 acres served) |
01-12-1944 | 5361E |
Irrigation, Stock | 232.22 |
3.32 | 76.81 |
|
03-13-1950 | 5503E |
Irrigation, Stock | 438.00 |
6.25 | 83.06 |
|
Storage Rights: Fremont Lake Reservoir.
Estimated Canal Losses: Considerable higher than typical (40%) losses are
experienced in the higher reaches of the canal due to the porous nature of the soil.
However, a majority of these losses are re-captured by the lower reaches of the
canal.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Less than 600 acres are alfalfa hay; remaining
lands are native grass hay and pasture.1
Return Flows: Approximately 70% of the return flows are delivered to Pole
Creek at Fall Creek, and 30% to West Fork New Fork River above Pole Creek.2
Other Operational Information: The canal is initially turned on in mid-April
for stock water use. By approximately mid-May and lasting until mid-July, the canal
experiences its highest flows. In mid-August (during haying), the canal is
reduced again to stock-water flows. Typically, the canal is turned off by the first
of November.1
- Sources:
- 1) Murl Morris, Highland Canal Company, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Highland Canal, Pine Creek , Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 | 55.50 | 3,412.56 |
158.37 | 9,423.67 |
116.16 | 7,142.40 |
35.69 | 2,194.49 |
14.19 | 844.36 |
1981 | 40.29 | 2,477.34 |
163.81 | 9,747.37 |
103.93 | 6,390.41 |
38.85 | 2,388.79 |
|
|
1982 |
|
|
138.82 | 8,230.61 |
146.05 | 8,980.26 |
43.56 | 2,678.40 |
22.92 | 1,363.83 |
1983 |
|
|
175.85 | 10,463.80 |
131.47 | 8,083.78 |
50.97 | 3,134.02 |
|
|
1984 |
|
|
120.34 | 7,160.73 |
80.46 | 4,947.29 |
20.22 | 1,243.28 |
|
|
1985 | 67.66 | 4,160.25 |
167.55 | 9,969.92 |
110.06 | 6,767.33 |
23.03 | 1,416.06 |
30.83 | 1,843.51 |
1986 | 19.60 | 1,205.26 |
208.53 | 12,408.60 |
98.84 | 6,077.36 |
35.03 | 2,154.05 |
29.17 | 1,735.54 |
1987 |
|
|
169.53 | 10,087.74 |
63.54 | 3,906.92 |
29.72 | 1,827.41 |
|
|
1988 | 62.64 | 3,851.31 |
195.53 | 11,635.04 |
87.03 | 5,351.40 |
28.81 | 1,771.24 |
16.85 | 1,002.84 |
1989 | 48.82 | 3,001.59 |
215.00 | 12,793.39 |
163.74 | 10,068.10 |
37.66 | 2,315.70 |
21.41 | 1,273.79 |
1990 | 73.97 | 4,548.10 |
191.57 | 11,399.01 |
160.65 | 9,877.69 |
37.65 | 2,314.71 |
41.53 | 2,471.40 |
1991 | 36.75 | 2,259.57 |
161.87 | 9,631.74 |
116.68 | 7,174.21 |
36.45 | 2,241.32 |
48.37 | 2,878.02 |
1992 | 122.26 | 7,517.36 |
177.63 | 10,569.92 |
100.19 | 6,160.66 |
39.45 | 2,425.79 |
34.73 | 2,066.78 |
1993 | 37.84 | 2,326.61 |
184.13 | 10,956.69 |
145.39 | 8,939.50 |
40.13 | 2,467.44 |
57.77 | 3,437.36 |
1994 | 128.28 | 7,887.91 |
212.77 | 12,660.50 |
111.19 | 6,837.02 |
24.61 | 1,513.39 |
21.70 | 1,291.24 |
1995 | 53.29 | 3,276.69 |
167.70 | 9,978.84 |
133.81 | 8,227.44 |
70.26 | 4,320.00 |
74.03 | 4,405.29 |
1996 | 65.67 | 4,037.89 |
227.34 | 13,527.67 |
132.77 | 8,163.71 |
54.04 | 3,322.79 |
35.51 | 2,112.99 |
1997 | 65.28 | 4,013.91 |
30.79 | 1,832.13 |
94.33 | 5,800.13 |
46.42 | 2,854.25 |
63.09 | 3,754.12 |
1998 | 71.24 | 4,380.38 |
150.43 | 8,951.21 |
141.83 | 8,720.79 |
36.83 | 2,264.59 |
46.44 | 2,763.37 |
|
Averages: | 63.27 | 3,890.45 |
169.32 | 10,075.19 | 117.80 |
7,242.97 | 38.39 | 2,360.41 |
37.24 | 2,211.70 |
Figures in italics are computed by USGS gaging station #09196960 (Highland Ditch
near Pinedale, WY) records.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 5/13, turned on; 5/14, 16 cfs; 5/16, 36 cfs; 5/20, 34 cfs; 5/21, 100 cfs; 5/24,
110 cfs; 5/27, 164 cfs; 6/4, 110 cfs; 6/9, 110 cfs; 6/10, 135 cfs; 6/11, 164 cfs; 6/13,
190 cfs; 6/17, 180 cfs; 6/24, 180 cfs; 6/26, 180 cfs; 6/30, 164 cfs; 7/3, 180 cfs;
7/7, 156 cfs; 7/14, 156 cfs; 7/21, 78 cfs; 7/25, 63 cfs; 7/29, 53 cfs; 8/1, 50 cfs;
8/4, 50 cfs; 8/7, 50 cfs; 8/11, 36 cfs; 8/13, 34 cfs; 8/20, 34 cfs; 9/4, 17 cfs; 9/17,
17 cfs; 9/26, 16 cfs.
1981: 5/14, 9 cfs; 5/18, 34 cfs; 5/28, 95 cfs; 6/1, 164 cfs; 6/9, 164 cfs; 6/15, 154 cfs;
6/18, 170 cfs; 6/26, 164 cfs; 7/8, 170 cfs; 7/15, 102 cfs; 7/21, 78 cfs; 7/23, 62 cfs; 7/24,
51 cfs; 7/30, 41 cfs; 8/6, 33 cfs; 8/11, 40 cfs; 8/26, 31 cfs.
1982: 5/24, 42 cfs; 5/25, 71 cfs; 5/28, 70 cfs; 6/2, 100 cfs; 6/7, 107 cfs; 6/9, 100 cfs;
6/14, 105 cfs; 6/17, 152 cfs; 6/22, 175 cfs; 6/24, 185 cfs; 6/28, 175 cfs; 6/30, 180 cfs;
7/6, 175 cfs; 7/14, 175 cfs; 7/19, 165 cfs; 8/2, 42 cfs; 8/29, 45 cfs; 9/6, 35 cfs; 9/20, 36 cfs.
1983: 5/24, 10 cfs (est); 5/31, 80 cfs; 6/6, 1 35 cfs; 6/13, 193 cfs; 6/22, 197 cfs; 6/30,
205 cfs; 7/5, 197 cfs; 7/11, 220 cfs; 7/19, 43 cfs; 7/27, 92 cfs; 8/19, 40 cfs; 9/6, 34 cfs.
1984: 5/21, off; 5/25, 18 cfs; 5/30, 81 cfs; 6/9, 105 cfs; 6/12, 95 cfs; 6/15, 99 cfs; 6/18,
115 cfs; 6/20, 142 cfs; 6/25, 162 cfs; 7/2, 141 cfs; 7/9, 130 cfs; 7/16, 95 cfs; 7/23, 23 cfs;
8/21, 20 cfs (est); 10/4, 10 cfs (est).
1985: 5/13, 42.4 cfs; 5/22, 37 cfs; 5/30, 169 cfs; 6/27, 135 cfs; 7/16, 90 cfs; 7/30, 45 cfs;
8/12, 20.5 cfs; 8/28, 10 cfs (est); 9/5, 17 cfs (est); 9/17, 16 cfs (est). (USGS figures used.)
1986: 6/28, 105 cfs. (USGS figures used.)
1987: 5/18, 153 cfs; 5/22, 174 cfs; 6/18, 181 cfs; 6/23, 164 cfs; 7/1, 132 cfs; 7/9, 79 cfs;
7/23, 36 cfs; 8/28, 33 cfs.
1993-1995: Data Recorder Installed. See attached sheets.
1996: 5/10, 10.0 cfs (est); 5/14, 25.0 cfs (est); 6/11, 287 cfs; 6/15, 216 cfs; 6/17, 220 cfs;
6/21, 204 cfs; 6/24, 220 cfs; 6/25, 220 cfs; 7/1, 204 cfs; 7/3, 235 cfs; 7/8, 185 cfs; 7/15,
167 cfs; 7/23, 61.8 cfs; 7/25, 60.6 cfs; 7/29, 49.1 cfs; 8/1, 42.8 cfs; 8/6, 42.8 cfs; 8/13,
42.8 cfs; 8/19, 78.6 cfs; 8/26, 60.6 cfs; 8/30, 45.8 cfs; 9/4, 60.6 cfs; 9/12, 42.8 cfs; 9/16, 42.8 cfs;
9/24, 35.2 cfs.
1997: 5/12, 45 cfs; 6/2, 163 cfs; 6/12, 270 cfs; 7/5, 122 cfs; 7/7, 126 cfs; 7/15, 118 cfs;
7/19, 97.2 cfs; 7/24, 44.5 cfs; 7/29, 46.4 cfs; 7/30, 51 cfs; 8/7, 44 cfs; 8/12, 44 cfs; 8/18,
45 cfs; 8/25, 44 cfs; 9/4, 65.6 cfs; 9/10, 65.6 cfs; 9/23, 65.6 cfs; 9/30, 65.6 cfs.
1998: Data Recorder Installed. (USGS figures used.)
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
| 1993 |
May | June |
July | Aug. | Sept. |
1 |
| 163.0 |
174.0 | 78.0 | 63.0 |
2 |
| 186.0 |
175.0 | 78.0 | 63.0 |
3 |
| 192.0 |
154.0 | 78.0 | 63.0 |
4 |
| 192.0 |
124.0 | 78.0 | 63.0 |
5 |
| 161.0 |
125.0 | 45.0 | 64.0 |
6 |
| 145.0 |
125.0 | 35.0 | 63.0 |
7 |
| 140.0 |
127.0 | 40.0 | 64.0 |
8 |
| 130.0 |
126.0 | 40.0 | 64.0 |
9 |
| 161.0 |
141.0 | 40.0 | 64.0 |
10 |
| 182.0 |
174.0 | 38.0 | 64.0 |
11 |
| 187.0 |
173.0 | 33.0 | 64.0 |
12 |
| 192.0 |
172.0 | 28.0 | 65.0 |
13 |
| 199.0 |
173.0 | 28.0 | 64.0 |
14 |
| 201.0 |
173.0 | 28.0 | 65.0 |
15 | 23.0 | 208.0 |
172.0 | 28.0 | 65.0 |
16 | 39.0 | 216.0 |
173.0 | 29.0 | 65.0 |
17 | 36.0 | 206.0 |
172.0 | 32.0 | 65.0 |
18 | 41.0 | 193.0 |
173.0 | 28.0 | 65.0 |
19 | 48.0 | 192.0 |
172.0 | 30.0 | 65.0 |
20 | 49.0 | 194.0 |
171.0 | 31.0 | 64.0 |
21 | 50.0 | 197.0 |
171.0 | 31.0 | 64.0 |
22 | 50.0 | 202.0 |
168.0 | 31.0 | 64.0 |
23 | 56.0 | 200.0 |
151.0 | 31.0 | 56.0 |
24 | 67.0 | 197.0 |
140.0 | 31.0 | 39.0 |
25 | 79.0 | 188.0 |
140.0 | 30.0 | 39.0 |
26 | 88.0 | 184.0 |
116.0 | 30.0 | 39.0 |
27 | 94.0 | 186.0 |
101.0 | 30.0 | 38.0 |
28 | 96.0 | 189.0 |
101.0 | 36.0 | 38.0 |
29 | 111.0 | 195.0 |
101.0 | 46.0 | 38.0 |
30 | 118.0 | 182.0 |
101.0 | 46.0 | 38.0 |
31 | 136.0 |
|
89.0 | 57.0 |
|
CFS days | 1181.00 |
5560.00 | 4548.00 |
1244.00 | 1735.00 |
Average (cfs) | 38.10 |
185.33 | 146.71 | 40.13 |
57.83 |
| 1994 |
May | June |
July | Aug. | Sept. |
1 | 0.4 | 247.0 |
186.0 | 29.0 | 24.0 |
2 | 0.4 | 245.0 |
183.0 | 27.0 | 24.0 |
3 | 23.0 | 240.0 |
181.0 | 23.0 | 23.0 |
4 | 48.0 | 237.0 |
178.0 | 23.0 | 23.0 |
5 | 49.0 | 242.0 |
175.0 | 23.0 | 23.0 |
6 | 52.0 | 245.0 |
172.0 | 23.0 | 23.0 |
7 | 48.0 | 248.0 |
169.0 | 23.0 | 22.0 |
8 | 66.0 | 248.0 |
166.0 | 23.0 | 22.0 |
9 | 80.0 | 242.0 |
163.0 | 23.0 | 22.0 |
10 | 81.0 | 236.0 |
160.0 | 22.0 | 22.0 |
11 | 83.0 | 231.0 |
161.0 | 22.0 | 22.0 |
12 | 86.0 | 227.0 |
178.0 | 22.0 | 21.0 |
13 | 89.0 | 227.0 |
169.0 | 22.0 | 21.0 |
14 | 94.0 | 229.0 |
141.0 | 22.0 | 22.0 |
15 | 96.0 | 226.0 |
138.0 | 22.0 | 22.0 |
16 | 117.0 | 202.0 |
136.0 | 22.0 | 21.0 |
17 | 129.0 | 201.0 |
77.0 | 20.0 | 21.0 |
18 | 138.0 | 199.0 |
55.0 | 35.0 | 21.0 |
19 | 155.0 | 198.0 |
70.0 | 35.0 | 21.0 |
20 | 154.0 | 199.0 |
69.0 | 35.0 | 21.0 |
21 | 167.0 | 201.0 |
68.0 | 35.0 | 21.0 |
22 | 180.0 | 203.0 |
68.0 | 24.0 | 21.0 |
23 | 194.0 | 209.0 |
67.0 | 15.0 | 21.0 |
24 | 204.0 | 193.0 |
67.0 | 21.0 | 21.0 |
25 | 206.0 | 164.0 |
66.0 | 25.0 | 21.0 |
26 | 212.0 | 163.0 |
38.0 | 25.0 | 21.0 |
27 | 237.0 | 162.0 |
30.0 | 25.0 | 21.0 |
28 | 248.0 | 161.0 |
29.0 | 25.0 | 21.0 |
29 | 244.0 | 170.0 |
29.0 | 24.0 | 21.0 |
30 | 242.0 | 188.0 |
29.0 | 24.0 | 21.0 |
31 | 244.0 |
|
29.0 | 24.0 |
|
CFS days | 3966.80 |
6383.00 | 3447.00 |
763.00 | 651.00 |
Average (cfs) | 127.96 |
212.77 | 111.19 | 24.61 |
21.70 |
| 1995 |
May | June |
July | Aug. | Sept. |
1 | 16 | 83 |
220 | 69 | 72 |
2 | 15 | 97 |
215 | 69 | 87 |
3 | 15 | 107 |
195 | 69 | 90 |
4 | 33 | 119 |
185 | 69 | 89 |
5 | 43 | 133 |
183 | 70 | 89 |
6 | 43 | 150 |
181 | 70 | 88 |
7 | 42 | 146 |
182 | 71 | 88 |
8 | 39 | 148 |
186 | 71 | 78 |
9 | 39 | 154 |
193 | 71 | 58 |
10 | 39 | 150 |
197 | 71 | 41 |
11 | 39 | 146 |
199 | 71 | 58 |
12 | 39 | 141 |
195 | 71 | 78 |
13 | 39 | 150 |
153 | 71 | 78 |
14 | 38 | 167 |
129 | 72 | 77 |
15 | 37 | 173 |
145 | 63 | 77 |
16 | 37 | 170 |
159 | 72 | 76 |
17 | 46 | 179 |
150 | 72 | 75 |
18 | 66 | 178 |
140 | 72 | 75 |
19 | 78 | 176 |
117 | 71 | 75 |
20 | 77 | 179 |
92 | 71 | 74 |
21 | 76 | 179 |
72 | 71 | 73 |
22 | 76 | 181 |
45 | 71 | 73 |
23 | 77 | 185 |
57 | 71 | 72 |
24 | 75 | 189 |
67 | 71 | 71 |
25 | 74 | 210 |
66 | 70 | 70 |
26 | 77 | 221 |
71 | 70 | 69 |
27 | 79 | 230 |
71 | 70 | 69 |
28 | 77 | 227 |
71 | 70 | 68 |
29 | 76 | 229 |
71 | 70 | 67 |
30 | 73 | 234 |
71 | 69 | 66 |
31 | 72 |
|
70 | 69 |
|
CFS days | 1652.00 |
5031.00 | 4148.00 |
2178.00 | 2221.00 |
Average (cfs) | 53.29 |
167.70 | 133.81 | 70.26 |
74.03 |
| 1998 |
May | June |
July | Aug. | Sept. |
1 | 45.8 | 145 |
200 | 39.8 | 49.6 |
2 | 46.3 | 151 |
209 | 39.3 | 49.6 |
3 | 46.8 | 157 |
209 | 38.7 | 49.6 |
4 | 47.4 | 149 |
209 | 38.2 | 49.0 |
5 | 47.9 | 153 |
209 | 37.7 | 48.5 |
6 | 48.5 | 153 |
209 | 37.3 | 47.9 |
7 | 49.6 | 148 |
209 | 36.3 | 47.4 |
8 | 55.7 | 146 |
181 | 36.3 | 46.8 |
9 | 59.5 | 142 |
167 | 35.9 | 46.3 |
10 | 65.5 | 139 |
149 | 36.3 | 45.8 |
11 | 71.6 | 140 |
124 | 35.9 | 45.8 |
12 | 72.8 | 145 |
110 | 35.9 | 45.2 |
13 | 71.6 | 151 |
110 | 35.9 | 44.7 |
14 | 71.6 | 157 |
153 | 35.9 | 47.9 |
15 | 72.2 | 160 |
173 | 35.9 | 55.1 |
16 | 71.6 | 164 |
172 | 35.9 | 54.6 |
17 | 70.4 | 155 |
162 | 35.4 | 52.4 |
18 | 71.0 | 146 |
157 | 35.4 | 52.4 |
19 | 70.4 | 142 |
156 | 35.4 | 54.6 |
20 | 69.2 | 145 |
156 | 34.4 | 54.0 |
21 | 67.9 | 146 |
154 | 34.0 | 53.5 |
22 | 68.5 | 147 |
152 | 34.4 | 48.5 |
23 | 68.5 | 157 |
152 | 34.0 | 43.6 |
24 | 67.9 | 165 |
73.4 | 33.5 | 43.1 |
25 | 67.9 | 158 |
49.0 | 25.3 | 43.1 |
26 | 67.3 | 148 |
65.5 | 24.6 | 39.3 |
27 | 74.1 | 148 |
71.6 | 24.2 | 34.4 |
28 | 106 | 152 |
71.0 | 50.1 | 34.0 |
29 | 120 | 152 |
69.8 | 50.1 | 33.5 |
30 | 135 | 152 |
63.1 | 50.1 | 33.0 |
31 | 140 |
|
51.2 | 49.6 |
|
CFS days | 2208.50 |
4513.00 | 4396.60 |
1141.70 | 1393.20 |
Average (cfs) | 71.24 |
150.43 | 141.83 | 36.83 |
46.44 |
High Line Ditch, Lake Creek
Diversion Description: Diversion consists of a single 24" slide gate.1
-
Diversion Location:
- Source: Lake Creek, Trib. Willow Creek, Trib. West Fork New Fork River,
Trib. New Fork River, Trib. Green River
- Section, Township, Range: 19, 35, 109
Conveyance Description: Open Channel Canal, approximately 8 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-29-1910 | 10038 |
Domestic, Irrigation, Stock | 332.00 |
4.75 | 4.75 |
|
10-21-1912 | 2710E |
Domestic, Irrigation | 785.00 |
11.20 | 15.95 |
|
09-10-1930 | 4712E |
Irrigation | 261.00 |
3.72 | 19.67 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to West Fork New Fork River at Willow Creek.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
High Line Ditch, Lake Creek, Diversion Data
Data:
1993: 6/23, 58.00 cfs.
1994: 6/18, 44.00 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Jenkins Ditch, West Fork New Fork River
Diversion Description: Diversion consists of a wood stop log headgate.1
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 5, 35, 110
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
11-11-1903 | 5855 |
Irrigation |
|
|
| 41.70 AF Secondary Supply stored in
New Fork Lake Reservoir (480Res) (30.00 acres served) |
11-11-1903 | 4859E |
Irrigation |
|
|
| 313.03 AF Secondary Supply stored in
New Fork Lake Reservoir (480Res) (225.20 acres served) |
11-11-1903 | 5515E |
Irrigation |
|
|
| 854.85 AF Secondary Supply stored in
New Fork Lake Reservoir (480Res) (615.00 acres served) |
02-06-1911 | 12239 |
Domestic, Irrigation | 1550.00 |
22.14 | 22.14 |
|
06-11-1929 | 4829E |
Irrigation | 188.50 |
2.68 | 24.82 |
|
11-10-1953 | 5701E |
Irrigation, Stock | 200.00 |
2.85 | 27.67 |
|
Storage Rights: New Fork Lake Reservoir.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Duck Creek at Kitchen and Sunset Reservoir.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Jenkins Ditch, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 | 0.41 | 25.15 |
23.78 | 1,414.99 |
22.63 | 1,391.25 |
1.62 | 99.65 |
2.45 | 146.08 |
1985 |
|
|
22.13 | 1,317.02 |
12.08 | 742.87 |
1.36 | 83.83 |
5.50 | 326.98 |
1986 |
|
|
21.94 | 1,305.42 |
13.69 | 841.49 |
0.18 | 10.89 |
|
|
1987 | 8.00 | 491.98 |
18.10 | 1,077.30 |
9.69 | 595.68 |
0.59 | 36.44 |
1.34 | 79.60 |
1988 | 0.93 | 56.99 |
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 | 2.27 | 139.58 |
2.22 | 132.10 |
1.60 | 98.38 |
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 |
|
|
|
|
|
|
|
|
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 2.90 | 178.42 |
17.64 | 1,049.37 | 11.94 |
733.93 | 0.94 | 57.70 |
3.10 | 184.22 |
Data in italics from USGS gaging station 007105.00, see attached data sheets
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data for Ulrica Ditch Included in Total
Data:
1990: 5/15, 5.5 cfs; 6/7, 1.8 cfs (est); 7/18, 3.2 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
JENKINS DITCH | STATION NO. 0077105.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1984 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
5.87 | 30.20 | 2.52 |
0.72 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
8.62 | 30.20 | 1.43 |
0.19 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
18.60 | 30.20 | 0.78 |
0.09 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
24.20 | 30.50 | 0.27 |
0.09 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
23.80 | 31.00 | 1.63 |
0.11 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
25.80 | 31.00 | 0.94 |
5.44 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
25.20 | 31.30 | 0.30 |
4.54 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
24.50 | 31.50 | 0.11 |
3.46 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
24.20 | 31.50 | 0.65 |
1.91 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
24.70 | 31.80 | 1.20 |
1.63 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
25.20 | 33.10 | 1.74 |
1.53 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
24.00 | 32.00 | 2.29 |
1.43 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
23.60 | 29.20 | 2.83 |
0.78 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
23.40 | 29.00 | 2.83 |
0.49 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
23.80 | 29.20 | 1.68 |
0.20 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
26.10 | 28.20 | 0.26 |
1.43 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.60 | 28.20 | 0.12 |
5.04 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.20 | 28.50 | 0.11 |
4.66 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
23.80 | 27.00 | 0.98 |
4.54 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
23.80 | 25.40 | 1.12 |
4.66 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
24.00 | 25.60 | 0.36 |
4.66 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.40 | 25.80 | 0.09 |
3.46 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.40 | 24.50 | 0.09 |
3.86 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.40 | 16.20 | 3.27 |
3.36 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.40 | 2.67 | 3.00 |
3.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.40 | 2.35 | 3.00 |
3.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 0.00 |
25.80 | 1.43 | 5.04 |
2.60 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 2.52 |
28.20 | 1.80 | 3.56 |
2.37 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 2.52 |
28.70 | 1.09 | 3.27 |
2.23 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 3.56 |
29.70 | 0.49 | 2.67 |
2.17 | 30 |
31 | ** |
|
** | ** |
|
** |
| 4.08 |
| 0.49 | 2.10 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 12.68* |
713.39 | 701.42 | 50.24 |
73.65 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | .75* |
23.78 | 22.63 | 1.62 |
2.46 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 25.15* |
1414.99 | 1391.25 | 99.65 |
146.08 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
JENKINS DITCH | STATION NO. 0077105.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1985 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 1.91 | ** |
** | ** | ** |
** | ** | ** |
13.19 | 1.47 | 0.85 |
6.14 | 1 |
2 | 1.91 | ** |
** | ** | ** |
** | ** | ** |
18.18 | 4.58 | 1.13 |
3.88 | 2 |
3 | 1.63 | ** |
** | ** | ** |
** | ** | ** |
23.47 | 12.22 | 2.99 |
1.80 | 3 |
4 | 1.48 | ** |
** | ** | ** |
** | ** | ** |
21.61 | 25.68 | 4.86 |
1.92 | 4 |
5 | 1.38 | ** |
** | ** | ** |
** | ** | ** |
22.07 | 26.97 | 0.45 |
2.32 | 5 |
6 | 1.29 | ** |
** | ** | ** |
** | ** | ** |
24.44 | 25.68 | 0.31 |
0.45 | 6 |
7 | 1.21 | ** |
** | ** | ** |
** | ** | ** |
25.94 | 24.69 | 0.08 |
0.22 | 7 |
8 | 1.05 | ** |
** | ** | ** |
** | ** | ** |
25.94 | 25.94 | 0.14 |
0.26 | 8 |
9 | 0.98 | ** |
** | ** | ** |
** | ** | ** |
26.71 | 23.95 | 0.33 |
0.22 | 9 |
10 | 1.01 | ** |
** | ** | ** |
** | ** | ** |
25.68 | 23.24 | 1.13 |
0.13 | 10 |
11 | 1.01 | ** |
** | ** | ** |
** | ** | ** |
23.24 | 22.30 | 1.38 |
0.64 | 11 |
12 | 1.05 | ** |
** | ** | ** |
** | ** | ** |
23.24 | 22.53 | 0.64 |
6.51 | 12 |
13 | 1.01 | ** |
** | ** | ** |
** | ** | ** |
23.95 | 22.07 | 0.38 |
3.00 | 13 |
14 | 1.01 | ** |
** | ** | ** |
** | ** | ** |
24.20 | 22.30 | 0.38 |
2.48 | 14 |
15 | 1.01 | ** |
** | ** | ** |
** | ** | ** |
24.20 | 22.07 | 0.38 |
2.48 | 15 |
16 | 1.01 | ** |
** | ** | ** |
** | ** | ** |
24.20 | 22.07 | 0.12 |
3.82 | 16 |
17 | 2.83 | ** |
** | ** | ** |
** | ** | ** |
26.97 | 21.61 | 0.00 |
0.00 | 17 |
18 | 2.92 | ** |
** | ** | ** |
** | ** | ** |
24.44 | 4.86 | 0.00 |
0.00 | 18 |
19 | 3.09 | ** |
** | ** | ** |
** | ** | ** |
24.93 | 1.13 | 0.52 |
11.29 | 19 |
20 | 3.46 | ** |
** | ** | ** |
** | ** | ** |
25.43 | 0.56 | 0.00 |
16.61 | 20 |
21 | 3.76 | ** |
** | ** | ** |
** | ** | 2.48 |
25.68 | 0.26 | 0.00 |
14.16 | 21 |
22 | 3.76 | ** |
** | ** | ** |
** | ** | 2.48 |
26.19 | 9.67 | 0.00 |
11.14 | 22 |
23 | 3.86 | ** |
** | ** | ** |
** | ** | 2.48 |
26.45 | 0.33 | 0.00 |
11.29 | 23 |
24 | 3.86 | ** |
** | ** | ** |
** | ** | 3.82 |
26.97 | 1.47 | 0.00 |
11.29 | 24 |
25 | 3.76 | ** |
** | ** | ** |
** | ** | 11.75 |
21.84 | 0.56 | 0.00 |
11.29 | 25 |
26 | 3.76 | ** |
** | ** | ** |
** | ** | 11.60 |
23.47 | 0.92 | 0.00 |
10.80 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 11.44 |
23.00 | 0.92 | 0.00 |
8.17 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 11.29 |
15.65 | 0.92 | 0.08 |
8.17 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 11.29 |
1.80 | 1.13 | 10.80 |
7.72 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 13.36 |
0.92 | 1.38 | 8.17 |
6.65 | 30 |
31 | ** |
|
** | ** |
|
** |
| 13.03 |
| 1.05 | 6.89 |
| 31 |
TOTAL | 55.01* | ** |
** | ** | ** |
** | ** | 95.02* |
664.00 | 374.53 | 42.01 |
164.85 |
|
MEAN | 2.12* | ** |
** | ** | ** |
** | ** | 8.64* |
22.13 | 12.08 | 1.36 |
5.50 |
|
AC-FT | 109.11* | ** |
** | ** | ** |
** | ** | 188.47* |
1317.02 | 742.87 | 83.33 |
326.98 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
JENKINS DITCH | STATION NO. 0077105.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1986 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 7.72 | 0.22 |
** | ** | ** |
** | ** | ** |
13.29 | 31.37 | 0.95 |
** | 1 |
2 | 2.48 | 0.18 |
** | ** | ** |
** | ** | ** |
14.04 | 31.04 | 1.02 |
** | 2 |
3 | 0.48 | 0.13 |
** | ** | ** |
** | ** | ** |
14.04 | 31.37 | 1.16 |
** | 3 |
4 | 0.02 | ** |
** | ** | ** |
** | ** | ** |
13.66 | 32.69 | 0.32 |
** | 4 |
5 | 0.02 | ** |
** | ** | ** |
** | ** | ** |
14.04 | 29.45 | 0.19 |
** | 5 |
6 | 0.06 | ** |
** | ** | ** |
** | ** | ** |
14.62 | 19.35 | 0.08 |
** | 6 |
7 | 2.48 | ** |
** | ** | ** |
** | ** | ** |
17.97 | 19.59 | 0.08 |
** | 7 |
8 | 1.21 | ** |
** | ** | ** |
** | ** | ** |
17.31 | 19.83 | 0.07 |
** | 8 |
9 | 0.64 | ** |
** | ** | ** |
** | ** | ** |
16.87 | 19.59 | 0.60 |
** | 9 |
10 | 0.04 | ** |
** | ** | ** |
** | ** | ** |
19.83 | 19.35 | 0.15 |
** | 10 |
11 | 0.02 | ** |
** | ** | ** |
** | ** | ** |
18.20 | 18.65 | 0.10 |
** | 11 |
12 | 0.19 | ** |
** | ** | ** |
** | ** | ** |
24.46 | 18.43 | 0.05 |
** | 12 |
13 | 5.15 | ** |
** | ** | ** |
** | ** | ** |
24.74 | 18.43 | 0.05 |
** | 13 |
14 | 1.21 | ** |
** | ** | ** |
** | ** | ** |
25.86 | 18.43 | 0.05 |
** | 14 |
15 | 0.48 | ** |
** | ** | ** |
** | ** | ** |
24.46 | 18.43 | 0.37 |
** | 15 |
16 | 0.06 | ** |
** | ** | ** |
** | ** | ** |
24.19 | 17.31 | 0.14 |
** | 16 |
17 | 0.01 | ** |
** | ** | ** |
** | ** | ** |
23.64 | 17.31 | 0.06 |
** | 17 |
18 | 0.01 | ** |
** | ** | ** |
** | ** | ** |
23.64 | 17.09 | 0.05 |
** | 18 |
19 | 0.01 | ** |
** | ** | ** |
** | ** | ** |
23.11 | 13.11 | ** |
** | 19 |
20 | 0.11 | ** |
** | ** | ** |
** | ** | ** |
23.37 | 5.42 | ** |
** | 20 |
21 | 1.58 | ** |
** | ** | ** |
** | ** | ** |
25.58 | 3.08 | ** |
** | 21 |
22 | 0.60 | ** |
** | ** | ** |
** | ** | ** |
25.30 | 1.02 | ** |
** | 22 |
23 | 0.48 | ** |
** | ** | ** |
** | ** | ** |
26.15 | 1.09 | ** |
** | 23 |
24 | 0.18 | ** |
** | ** | ** |
** | ** | 0.56 |
27.03 | 0.64 | ** |
** | 24 |
25 | 0.02 | ** |
** | ** | ** |
** | ** | 0.36 |
27.32 | 0.45 | ** |
** | 25 |
26 | 0.01 | ** |
** | ** | ** |
** | ** | 0.27 |
26.73 | 0.42 | ** |
** | 26 |
27 | 0.01 | ** |
** | ** | ** |
** | ** | 0.68 |
27.03 | 0.39 | ** |
** | 27 |
28 | 0.45 | ** |
** | ** | ** |
** | ** | 1.32 |
27.32 | 0.25 | ** |
** | 28 |
29 | 2.32 | ** |
** | ** |
|
** | ** | 3.46 |
27.03 | 0.22 | ** |
** | 29 |
30 | 0.85 | ** |
** | ** |
|
** | ** | 3.66 |
27.32 | 0.16 | ** |
** | 30 |
31 | 0.48 |
|
** | ** |
|
** |
| 12.93 |
| 0.29 | ** |
| 31 |
TOTAL | 29.38 | .53* |
** | ** | ** |
** | ** | 23.24* |
658.15 | 424.25 | 5.49* |
** |
|
MEAN | 0.95 | .18* |
** | ** | ** |
** | ** | 2.91* |
21.94 | 13.69 | .31* |
** |
|
AC-FT | 58.27 | 1.05* |
** | ** | ** |
** | ** | 46.10* |
1305.42 | 841.49 | 10.89* |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
JENKINS DITCH | STATION NO. 0077105.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1987 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
18.05 | 19.42 | 2.96 |
0.01 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
17.38 | 19.42 | 2.60 |
0.29 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
17.16 | 3.52 | 0.46 |
1.98 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
17.16 | 1.13 | 0.38 |
1.98 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
17.16 | 0.63 | 0.42 |
1.98 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
17.16 | 0.42 | 0.52 |
1.87 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
17.38 | 19.19 | 0.50 |
1.77 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
17.82 | 21.08 | 0.52 |
1.66 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
19.42 | 19.42 | 0.46 |
1.66 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
19.42 | 20.84 | 0.42 |
1.66 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
18.50 | 20.12 | 0.52 |
1.51 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
18.50 | 19.89 | 0.32 |
1.29 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 3.52 |
18.50 | 19.89 | 0.99 |
1.29 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 9.02 |
18.50 | 19.19 | 0.50 |
1.29 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 14.61 |
16.94 | 19.19 | 0.99 |
1.29 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 4.66 |
3.36 | 18.96 | 0.00 |
1.29 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 4.87 |
1.98 | 19.19 | 0.00 |
1.29 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 5.31 |
25.60 | 17.82 | 0.20 |
1.29 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 7.10 |
23.04 | 13.79 | 0.00 |
1.29 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 14.00 |
20.60 | 0.80 | 0.00 |
1.29 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 12.42 |
20.60 | 0.23 | 0.00 |
1.29 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 12.62 |
20.12 | 0.23 | 0.74 |
1.21 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 11.86 |
20.36 | 0.13 | 0.50 |
1.17 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 13.20 |
20.60 | 0.32 | 0.74 |
1.13 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 19.42 |
20.60 | 2.09 | 1.29 |
1.13 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 20.12 |
20.36 | 1.87 | 0.74 |
1.13 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 20.60 |
18.96 | 1.21 | 0.63 |
1.13 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 19.65 |
19.19 | 0.03 | 0.42 |
1.38 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 18.96 |
19.30 | 0.00 | 0.32 |
1.29 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 18.05 |
19.42 | 0.15 | 0.23 |
1.29 | 30 |
31 | ** |
|
** | ** |
|
** |
| 18.05 |
| 0.15 | 0.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 248.04* |
543.14 | 300.32 | 18.37 |
40.13 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 13.05* |
18.10 | 9.69 | 0.59 |
1.34 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 491.98* |
1077.30 | 595.68 | 36.44 |
79.60 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
JENKINS DITCH | STATION NO. 0077105.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M. |
|
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1988 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 1.29 | 1.13 |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 1 |
2 | 1.29 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 2 |
3 | 1.21 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 3 |
4 | 0.86 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 4 |
5 | 0.01 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 5 |
6 | 4.35 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 6 |
7 | 2.34 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 7 |
8 | 2.34 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 8 |
9 | 2.34 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 9 |
10 | 2.34 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 10 |
11 | 2.34 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 11 |
12 | 2.09 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 12 |
13 | 2.21 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 13 |
14 | 2.13 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 14 |
15 | 1.98 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 15 |
16 | 1.98 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 16 |
17 | 1.98 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 17 |
18 | 1.87 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 18 |
19 | 1.87 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 19 |
20 | 2.09 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 20 |
21 | 1.06 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 21 |
22 | 1.13 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 22 |
23 | 0.92 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 23 |
24 | 0.80 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 24 |
25 | 1.47 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 25 |
26 | 1.56 | ** |
** | ** | ** |
** | ** | 1.37 |
** | ** | ** |
** | 26 |
27 | 1.56 | ** |
** | ** | ** |
** | ** | 2.74 |
** | ** | ** |
** | 27 |
28 | 1.56 | ** |
** | ** | ** |
** | ** | 4.10 |
** | ** | ** |
** | 28 |
29 | 1.56 | ** |
** | ** | ** |
** | ** | 5.47 |
** | ** | ** |
** | 29 |
30 | 1.47 | ** |
** | ** |
|
** | 0.00 | 6.84 |
** | ** | ** |
** | 30 |
31 | 0.86 |
|
** | ** |
|
** |
| 8.21 |
| ** | ** |
| 31 |
TOTAL | 52.86 | 1.13* |
** | ** | ** |
** | 0.00* | 56.99 |
** | ** | ** |
** |
|
MEAN | 1.71 | 1.13* |
** | ** | ** |
** | 0.00* | 0.93 |
** | ** | ** |
** |
|
AC-FT | 104.85 | 2.24* |
** | ** | ** |
** | 0.00* | 56.99 |
** | ** | ** |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
Source: Wyoming Water Resources Data System, March 20, 2000.
Jorgensen Ditch, East Fork New Fork River
Diversion Description: Diversion consists of a single 18" slide gate.
No diversion dam exists.1
-
Diversion Location:
- Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 9, 31, 106
Conveyance Description: Open Channel Canal, approximately 3 miles in length.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
12-11-1897 | 1687 |
Irrigation | 789.00 | 11.27 |
11.27 |
|
10-16-1901 | 730E |
Irrigation | 220.00 | 3.14 |
14.41 |
|
02-14-1902 | 786E |
Irrigation | 155.00 | 2.21 |
16.62 |
|
10-29-1921 | 4285E |
Irrigation | 156.00 | 2.23 |
18.85 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Cottonwood Creek above East Fork River.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Jorgensen Ditch, East Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
|
|
|
|
|
|
|
|
1985 |
|
|
|
|
|
|
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 |
|
|
7.84 | 466.51 |
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
17.61 | 1,047.87 |
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
83.11 | 5,110.12 |
|
|
1994 | 27.53 | 1,692.75 |
21.51 | 1,279.93 |
12.67 | 779.05 |
1.40 | 86.08 |
|
|
1995 | 11.35 | 697.88 |
21.84 | 1,299.57 |
21.68 | 1,333.05 |
4.39 | 269.93 |
1.27 | 75.57 |
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 19.44 | 1,195.32 |
17.20 | 1,023.47 | 17.18 |
1,056.05 | 29.63 | 1,822.04 |
1.27 | 75.57 |
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1981: 7/6, 15 cfs.
1987: 5/14, 23.5 cfs; 7/14, off.
1988: 4/12, 0 cfs; 5/25, 0 cfs; 6/18, 8 cfs; 6/26, 10.1 cfs; 6/27, 16.6 cfs; 7/1, 14.2 cfs.
1989: 4/14, 3 cfs; 4/20, 0 cfs; 5/3, 8 cfs; 6/26, 10 cfs.
1990: 6/18, 15.0 cfs (est); 7/11, 8.0 cfs (est).
1992: 5/29, 20.00 cfs; 6/8, 15.00 cfs; 6/10, 18.00 cfs; 6/11, 18.50 cfs; 7/10, 17.00 cfs.
1993: 4/29, 5/3, off; 6/14, 37.80 cfs; 7/27, off; 9/2, 150 cfs.
1994: 5/3, 15.00 cfs; 5/23, 38.60 cfs; 6/19, 18.60 cfs; 6/20, 15.80 cfs; 7/18, 15.50 cfs;
8/4, off; 9/3, 3.00 cfs.
1995: 4/10, off; 4/18, 1.5 cfs (est); 4/26, 2.0 cfs; 5/24, 15.0 cfs; 6/26, 25.0 cfs; 7/6,
24.8 cfs; 7/17, 24 cfs; 8/16, 2.5 cfs; 8/30, off; 9/21, 3.5 cfs (est).
1996: 5/4, 2.0 cfs; 6/26, 27 cfs (est).
1997: 7/15, 12.1 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
King Number 2 Ditch, Silver Creek
Diversion Description: Diversion consists of two 36" slide gates.1
-
Diversion Location:
- Source: Silver Creek, Trib. East Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 24, 32, 107
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
12-12-1907 | 8111 |
Domestic, Irrigation, Stock | 1,148.49 | 16.40 |
16.40 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to East Fork River at Cottonwood Creek.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
King Number 2 Ditch, Silver Creek, Diversion Data
Data:
1992: 6/25, 36.00 cfs; 7/10 30.00 cfs.
1994: 6/28, 26.0 cfs, 8/4. off; 9/15, 3.50 cfs.
1995: 4/10, off; 4/26, 7.0 cfs: 5/24, 12.5 cfs; 7/6, 30.0 cfs (est); 9/21, 3.5 cfs.
1996: 5/4, 3.5 cfs (est).
1997: 6/16, 50.8 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Lee Ditch / Pine Creek Number 1 Canal, Pine Creek
Diversion Description: Diversion consists of three 6' by 5' slide gates
mounted on a concrete structure. A rock diversion dam exists.1
-
Diversion Location:
- Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 28-34-109
Conveyance Description: Open Channel Canal, approximately 7 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
01-04-1898 | 1696 |
Irrigation | 76.00 | 1.07 |
1.07 |
|
12-01-1898 | 392E |
Irrigation | 245.00 | 3.50 |
4.57 |
|
02-25-1901 | 626E |
Irrigation | 2,780.81 | 39.66 |
44.23 |
|
08-05-1901 | 692E |
Irrigation | 58.00 | 0.82 |
45.05 |
|
05-13-1909 | 2038E |
Irrigation | 122.00 | 1.74 |
46.79 |
|
08-10-1934 | 4951E |
Domestic, Irrigation, Stock |
|
|
46.79 | 3,134.37 AF Secondary Supply from Fremont Lake Reservoir
(4453R and 4465R) (910.00 acres served) |
07-15-1949 | 5484E |
Domestic, Irrigation, Stock | 318.00 | 4.55 |
51.34 |
|
Storage Rights: Fremont Lake Reservoir.
Estimated Canal Losses: No significant losses are experienced. In fact, minor
gains are experienced from seepage of other ditches.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to West Fork New Fork River above Pole Creek.2
Other Operational Information: The canal is typically turned on the first of May
and off the first of September.1
- Sources:
- 1) Paul Hagenstein, Pine Creek Ditch Association, Inc., Interview, May 4, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Lee Ditch / Pine Creek Number 1 Canal, Pine Creek Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1974 | 47.08 | 2,895.07 |
84.57 | 5,032.06 |
82.03 | 5,043.63 |
14.52 | 892.56 |
18.96 | 1,128.20 |
1975 |
|
|
52.94 | 3,149.91 |
73.28 | 4,505.81 |
34.78 | 2,138.80 |
22.30 | 1,327.00 |
1976 |
|
|
69.63 | 4,143.07 |
75.09 | 4,617.32 |
16.39 | 1,007.60 |
17.35 | 1,032.40 |
1978 | 25.48 | 1,566.94 |
75.44 | 4,489.19 |
81.42 | 5,006.28 |
18.55 | 1,140.50 |
12.83 | 763.64 |
1980 |
|
|
19.00 | 1,130.58 |
14.63 | 899.56 |
43.60 | 2,680.86 |
9.30 | 553.39 |
1981 |
|
|
45.55 | 2,710.41 |
53.47 | 3,287.74 |
35.15 | 2,161.29 |
|
|
1982 |
|
|
72.24 | 4,298.58 |
71.11 | 4,372.38 |
38.43 | 2,362.97 |
|
|
1983 |
|
|
49.08 | 2,920.46 |
61.69 | 3,793.17 |
49.72 | 3,057.16 |
|
|
1984 |
|
|
62.15 | 3,698.18 |
43.45 | 2,671.64 |
|
|
|
|
1985 | 22.51 | 1,384.09 |
51.87 | 3,086.48 |
48.93 | 3,008.59 |
22.10 | 1,358.88 |
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 | 37.40 | 2,299.64 |
52.04 | 3,096.60 |
20.73 | 1,274.64 |
|
|
|
|
1988 |
|
|
|
|
38.54 | 2,369.73 |
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
26.39 | 1,570.31 |
|
|
|
|
|
|
1991 |
|
|
45.10 | 2,683.64 |
|
|
|
|
|
|
1992 | 24.54 | 1,508.91 |
39.43 | 2,346.25 |
29.78 | 1,831.10 |
17.76 | 1,092.02 |
12.30 | 731.90 |
1993 |
|
|
50.90 | 3,028.76 |
52.86 | 3,250.23 |
15.44 | 949.37 |
9.44 | 561.72 |
1994 | 11.54 | 709.57 |
34.95 | 2,079.67 |
41.18 | 2,532.06 |
26.60 | 1,635.57 |
10.73 | 638.48 |
1995 | 24.86 | 1,528.58 |
35.52 | 2,113.59 |
28.84 | 1,773.30 |
14.16 | 870.66 |
9.16 | 545.06 |
1996 | 13.73 | 844.22 |
71.78 | 4,271.21 |
69.58 | 4,278.31 |
|
|
|
|
1997 |
|
|
46.19 | 2,748.50 |
52.47 | 3,226.25 |
|
|
|
|
1998 |
|
|
|
|
|
|
38.30 | 2,354.98 |
|
|
|
Averages: | 25.89 | 1,592.13 |
51.83 | 3,084.08 | 52.17 |
3,207.87 | 27.54 | 1,693.09 |
13.60 | 809.09 |
Data in italics from USGS gaging station 006050.00, see attached data sheets
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 5/16, 52 cfs. 5/28, off; 6/4, 9 cfs; 6/9, 32 cfs; 6/13, 62 cfs; 6/15, 51 cfs; 6/21, washed out; 7/18, turned on; 7/21, 32 cfs;
7/25, 36 cfs; 8/1, 41 cfs; 8/4, 41 cfs; 8/11, 36 cfs; 8/20, 55 cfs; 9/4, 32 cfs; 9/15, off; 9/17, off.
1981: 6/9, 44 cfs; 6/15, 52 cfs; 6/17, 62 cfs; 6/26, 74 cfs; 7/6, 60 cfs; 7/15, 52 cfs; 7/24, 53 cfs; 7/30, 41 cfs; 8/6, 40 cfs; 8/11,
38 cfs; 8/29, 39 cfs.
1982: 5/24, 56 cfs; 6/2, 63 cfs; 6/9, 55 cfs; 6/17, 80 cfs; 6/18, 86 cfs; 6/24, 86 cfs; 6/29, 75 cfs; 7/9, 75 cfs; 7/14, 75 cfs; 7/19,
75 cfs; 8/2, 55 cfs; 9/6, 15 cfs.
1983: 5/24, off; 5/31, 15 cfs; 6/22, 65 cfs; 6/27, 68 cfs; 7/5, 72 cfs; 7/11, 67 cfs; 7/19, 56 cfs; 7/27, 55 cfs; 8/19, 56 cfs; 9/6,
16 cfs.
1984: 5/21, 29 cfs; 5/30, 58 cfs; 6/9, 58 cfs; 6/12, 43 cfs; 6/18, 80 cfs; 6/27, 80 cfs; 7/9, 76 cfs; 7/16, 71 cfs; 7/23, 80 cfs;
10/4, 6 cfs.
1985: 5/13, off; 5/22, 46.9 cfs; 6/6, 52.2 cfs; 7/16, 51.5 cfs; 7/30, 42.5 cfs; 8/7, 40 cfs; 8/28, 23 cfs; 9/5, 19 cfs.
1987: 5/13, 37.3 cfs; 5/19, 69.9 cfs; 6/3, 57.3 cfs; 7/16, 39.8 cfs.
1988: 6/28, 62 cfs; 7/5, 54 cfs; 7/14, 44 cfs; 7/18, 33 cfs; 7/27, 23 cfs; 8/1, 26 cfs; 8/4, 25 cfs; 8/8, 30 cfs.
1990: 5/17, 48.5 cfs; 5/24, 57.3 cfs; 6/13, 22.2 cfs; 7/12, 22.1 cfs.
1991: 6/13, 70.2 cfs; 7/3, 81.25 cfs.
1992: 5/6, 0.00 cfs; 5/27, 50.00 cfs; 6/3, 42.00 cfs; 6/16, 40.00 cfs; 7/17, 30.00 cfs; 8/21, 15.00 cfs; 9/4, 15.00 cfs; 9/28, 12.00
cfs.
1993: 5/17, off; 5/28, 35.80 cfs; 7/5, 66.00 cfs; 7/7, 68.00 cfs; 8/16, 10.00 cfs; 8/23, 10.50 cfs; 9/20, 10.00 cfs; 9/23, 10.00
cfs; 9/25, 10.00 cfs; 9/29, 10.00 cfs.
1994: 5/2, 5/4, 5/9, 5/12, off; 5/24, 25.00 cfs; 6/14, 30.00 cfs; 6/16, 35.00 cfs; 6/24, 42.60 cfs; 7/6, 45.00 cfs; 7/20, 43.00 cfs;
8/1, 30.00 cfs; 8/11, 25.00 cfs; 8/22, 30.00 cfs; 9/8, 12.00 cfs; 9/20, 20.00 cfs; 9/21, 20.00 cfs.
1995: 4/3, 4/30, off; 5/1, 20 cfs; 5/7, 23.0 cfs; 5/13, 24.5 cfs; 5/25, 25.0 cfs; 6/3, 35.0 cfs; 6/9, 35.0 cfs; 6/24, 38.2 cfs; 7/1, 30
cfs (est); 7/31, 28.0 cfs; 8/2, 12.5 cfs (est); 8/24, 15.0 cfs; 9/5, 15.0 cfs; 9/22, 10.28 cfs.
1996: 5/10, off; 5/14, 4.5 cfs (est); 6/25, 91.5 cfs; 7/8, 95 cfs; 7/25, 45 cfs (est); 8/13, 40.0 cfs (est).
1997: 6/12, 90 cfs (est); 7/7, 45.1 cfs; 7/30, 70 cfs (est).
1998: 5/25, 36.75 cfs; 7/29, 53.1 cfs; 9/3, 24.3 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE |
STATION NO. 006050.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1974 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
76.00 | 82.00 | 12.00 |
18.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
76.00 | 81.00 | 12.00 |
18.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
78.00 | 80.10 | 12.00 |
18.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
80.00 | 79.00 | 12.00 |
18.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
82.00 | 78.00 | 12.00 |
18.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
84.00 | 77.00 | 12.00 |
19.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
86.00 | 76.00 | 12.00 |
19.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | 30.00 |
86.00 | 75.00 | 12.00 |
19.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | 30.00 |
86.00 | 74.00 | 12.00 |
19.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | 36.70 |
86.00 | 73.00 | 12.00 |
19.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | 43.50 |
86.00 | 72.00 | 12.00 |
19.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | 48.70 |
86.00 | 71.00 | 12.00 |
19.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 57.70 |
86.00 | 69.00 | 12.00 |
19.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 58.00 |
86.00 | 67.00 | 12.00 |
19.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 59.00 |
86.00 | 64.40 | 12.00 |
19.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 60.00 |
86.00 | 62.00 | 12.00 |
19.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 61.00 |
86.00 | 61.00 | 12.00 |
19.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 62.00 |
86.00 | 49.00 | 12.00 |
19.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 63.00 |
86.00 | 57.00 | 18.00 |
19.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 66.00 |
86.00 | 55.00 | 18.00 |
19.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 66.00 |
86.00 | 12.00 | 18.00 |
19.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 66.00 |
86.00 | 12.00 | 18.00 |
19.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 66.00 |
86.00 | 12.00 | 18.00 |
19.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 66.00 |
86.00 | 12.00 | 18.00 |
19.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 68.00 |
86.00 | 12.00 | 18.00 |
19.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 72.00 |
86.00 | 12.00 | 18.00 |
19.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 76.00 |
86.00 | 12.00 | 18.00 |
19.80 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 76.00 |
86.00 | 12.00 | 18.00 |
20.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 76.00 |
86.00 | 12.00 | 18.00 |
20.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 76.00 |
83.00 | 12.00 | 18.00 |
20.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 76.00 |
| 12.00 | 18.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 1459.60* |
2537.00 | 1534.50 | 450.00 |
568.80 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 60.82* |
84.57 | 49.50 | 14.52 |
18.96 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 2895.07* |
5032.06 | 3043.63 | 892.56 |
1128.20 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE |
STATION NO. 006050.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1975 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 20.00 | ** |
** | ** | ** |
** | ** | ** |
40.00 | 80.50 | 57.00 |
22.80 | 1 |
2 | 20.00 | ** |
** | ** | ** |
** | ** | ** |
42.00 | 80.00 | 56.00 |
22.50 | 2 |
3 | 20.00 | ** |
** | ** | ** |
** | ** | ** |
44.00 | 81.00 | 56.00 |
21.00 | 3 |
4 | 20.10 | ** |
** | ** | ** |
** | ** | ** |
46.00 | 81.00 | 55.20 |
20.50 | 4 |
5 | 20.00 | ** |
** | ** | ** |
** | ** | ** |
44.00 | 81.00 | 55.00 |
20.10 | 5 |
6 | 20.00 | ** |
** | ** | ** |
** | ** | ** |
44.00 | 81.00 | 34.90 |
20.50 | 6 |
7 | 20.00 | ** |
** | ** | ** |
** | ** | ** |
46.00 | 81.00 | 32.00 |
20.50 | 7 |
8 | 20.00 | ** |
** | ** | ** |
** | ** | ** |
48.00 | 81.38 | 30.00 |
22.00 | 8 |
9 | 19.00 | ** |
** | ** | ** |
** | ** | ** |
51.00 | 81.00 | 29.00 |
22.00 | 9 |
10 | 19.00 | ** |
** | ** | ** |
** | ** | ** |
54.00 | 81.00 | 30.00 |
25.75 | 10 |
11 | 18.00 | ** |
** | ** | ** |
** | ** | ** |
58.00 | 81.00 | 31.00 |
25.00 | 11 |
12 | 18.00 | ** |
** | ** | ** |
** | ** | ** |
58.18 | 79.00 | 31.80 |
23.00 | 12 |
13 | 18.00 | ** |
** | ** | ** |
** | ** | ** |
53.00 | 79.00 | 32.00 |
23.00 | 13 |
14 | 18.00 | ** |
** | ** | ** |
** | ** | ** |
48.00 | 78.00 | 32.00 |
22.00 | 14 |
15 | 16.00 | ** |
** | ** | ** |
** | ** | ** |
43.00 | 77.00 | 32.50 |
22.50 | 15 |
16 | 16.00 | ** |
** | ** | ** |
** | ** | ** |
29.00 | 75.00 | 33.00 |
22.50 | 16 |
17 | 16.00 | ** |
** | ** | ** |
** | ** | ** |
32.00 | 74.50 | 34.00 |
22.50 | 17 |
18 | 15.00 | ** |
** | ** | ** |
** | ** | ** |
36.00 | 72.00 | 34.90 |
22.50 | 18 |
19 | 14.00 | ** |
** | ** | ** |
** | ** | ** |
40.00 | 71.00 | 34.00 |
22.50 | 19 |
20 | 14.00 | ** |
** | ** | ** |
** | ** | ** |
44.00 | 70.00 | 32.00 |
22.50 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | ** |
49.00 | 69.00 | 32.00 |
22.50 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | ** |
54.00 | 69.00 | 32.00 |
22.50 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | ** |
59.00 | 68.70 | 31.00 |
22.50 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | ** |
64.90 | 67.00 | 30.00 |
22.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | ** |
69.00 | 66.00 | 29.00 |
22.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | ** |
74.00 | 65.00 | 30.00 |
21.90 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 29.70 |
78.00 | 64.00 | 32.00 |
22.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 30.00 |
80.00 | 62.00 | 32.50 |
22.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 30.00 |
80.00 | 60.60 | 22.50 |
23.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 30.00 |
80.00 | 58.00 | 22.50 |
23.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 37.30 |
| 57.00 | 22.50 |
| 31 |
TOTAL | 361.10* | ** |
** | ** | ** |
** | ** | 157.00* |
1588.08 | 2271.68 | 1078.30 |
669.05 |
|
MEAN | 18.06* | ** |
** | ** | ** |
** | ** | 31.40* |
52.94 | 73.28 | 34.78 |
22.30 |
|
AC-FT | 716.23* | ** |
** | ** | ** |
** | ** | 311.40* |
3149.91 | 4505.81 | 2138.78 |
1327.04 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE |
STATION NO. 006050.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 26.00 | ** |
** | ** | ** |
** | ** | ** |
70.00 | 73.00 | 20.00 |
16.00 | 1 |
2 | 25.70 | ** |
** | ** | ** |
** | ** | ** |
73.00 | 78.50 | 19.50 |
16.50 | 2 |
3 | 25.70 | ** |
** | ** | ** |
** | ** | ** |
76.00 | 80.00 | 19.00 |
16.00 | 3 |
4 | 25.00 | ** |
** | ** | ** |
** | ** | ** |
80.50 | 82.00 | 19.00 |
15.00 | 4 |
5 | 25.00 | ** |
** | ** | ** |
** | ** | ** |
80.00 | 84.00 | 19.00 |
16.00 | 5 |
6 | 24.00 | ** |
** | ** | ** |
** | ** | ** |
80.00 | 86.00 | 19.00 |
18.00 | 6 |
7 | 23.00 | ** |
** | ** | ** |
** | ** | ** |
80.00 | 88.00 | 19.00 |
19.50 | 7 |
8 | 22.00 | ** |
** | ** | ** |
** | ** | ** |
80.00 | 90.00 | 19.00 |
19.00 | 8 |
9 | 21.00 | ** |
** | ** | ** |
** | ** | ** |
79.50 | 92.00 | 19.00 |
18.00 | 9 |
10 | 20.20 | ** |
** | ** | ** |
** | ** | ** |
79.00 | 19.00 | 19.50 |
17.00 | 10 |
11 | 19.00 | ** |
** | ** | ** |
** | ** | ** |
78.00 | 90.00 | 19.00 |
16.00 | 11 |
12 | 18.00 | ** |
** | ** | ** |
** | ** | ** |
78.00 | 85.00 | 19.00 |
15.00 | 12 |
13 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
70.00 | 78.00 | 18.00 |
14.10 | 13 |
14 | 16.50 | ** |
** | ** | ** |
** | ** | ** |
68.00 | 70.00 | 18.00 |
13.00 | 14 |
15 | 16.00 | ** |
** | ** | ** |
** | ** | ** |
66.00 | 70.00 | 17.00 |
12.00 | 15 |
16 | 15.00 | ** |
** | ** | ** |
** | ** | ** |
64.00 | 69.00 | 16.00 |
13.00 | 16 |
17 | 14.50 | ** |
** | ** | ** |
** | ** | ** |
62.00 | 69.00 | 15.00 |
14.00 | 17 |
18 | 14.00 | ** |
** | ** | ** |
** | ** | ** |
60.00 | 69.00 | 13.50 |
15.00 | 18 |
19 | 13.00 | ** |
** | ** | ** |
** | ** | ** |
59.70 | 68.70 | 13.00 |
16.00 | 19 |
20 | 12.00 | ** |
** | ** | ** |
** | ** | 39.70 |
58.00 | 68.00 | 13.00 |
17.10 | 20 |
21 | 11.00 | ** |
** | ** | ** |
** | ** | 44.00 |
62.00 | 68.00 | 12.00 |
18.00 | 21 |
22 | 10.00 | ** |
** | ** | ** |
** | ** | 48.00 |
66.00 | 67.00 | 12.00 |
19.00 | 22 |
23 | 9.00 | ** |
** | ** | ** |
** | ** | 52.00 |
70.50 | 67.00 | 12.00 |
22.00 | 23 |
24 | 8.00 | ** |
** | ** | ** |
** | ** | 57.00 |
67.00 | 66.00 | 11.00 |
21.00 | 24 |
25 | 7.00 | ** |
** | ** | ** |
** | ** | 58.00 |
63.00 | 66.00 | 11.00 |
21.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 59.90 |
60.60 | 67.00 | 16.00 |
21.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 61.00 |
62.00 | 68.00 | 16.50 |
21.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 63.00 |
64.00 | 69.70 | 16.00 |
21.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 65.00 |
66.00 | 69.00 | 16.00 |
21.30 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 67.00 |
66.00 | 68.00 | 16.00 |
21.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 69.00 |
| 67.00 | 16.00 |
| 31 |
TOTAL | 437.60* | ** |
** | ** | ** |
** | ** | 683.60* |
2088.80 | 2327.90 | 508.00 |
520.50 |
|
MEAN | 17.50* | ** |
** | ** | ** |
** | ** | 56.97* |
69.63 | 75.09 | 16.39 |
17.35 |
|
AC-FT | 867.97* | ** |
** | ** | ** |
** | ** | 1355.90* |
4143.07 | 4617.32 | 1007.60 |
1032.40 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE |
STATION NO. 006050.00 |
LATITUDE 42-53-17 LONGITUDE 109-52-11 |
|
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M. |
|
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1978 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
51.00 | 79.00 | 40.00 |
6.00 | 1 |
2 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
51.00 | 85.00 | 39.00 |
6.00 | 2 |
3 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
51.00 | 86.00 | 38.00 |
6.00 | 3 |
4 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
51.00 | 86.00 | 37.00 |
6.00 | 4 |
5 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
51.30 | 86.00 | 35.00 |
6.00 | 5 |
6 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
51.00 | 86.00 | 34.00 |
6.00 | 6 |
7 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
56.00 | 86.00 | 33.00 |
6.00 | 7 |
8 | 17.00 | ** |
** | ** | ** |
** | ** | ** |
61.00 | 86.00 | 31.00 |
7.00 | 8 |
9 | 17.00 | ** |
** | ** | ** |
** | ** | 22.00 |
66.00 | 86.00 | 29.00 |
8.00 | 9 |
10 | 17.00 | ** |
** | ** | ** |
** | ** | 22.00 |
71.00 | 86.00 | 27.00 |
9.00 | 10 |
11 | 17.00 | ** |
** | ** | ** |
** | ** | 23.00 |
76.00 | 86.00 | 25.00 |
10.00 | 11 |
12 | 17.00 | ** |
** | ** | ** |
** | ** | 24.00 |
81.00 | 86.00 | 23.00 |
11.00 | 12 |
13 | 17.00 | ** |
** | ** | ** |
** | ** | 25.00 |
87.00 | 86.00 | 21.00 |
12.00 | 13 |
14 | 17.00 | ** |
** | ** | ** |
** | ** | 26.00 |
87.00 | 86.00 | 19.00 |
12.00 | 14 |
15 | 17.00 | ** |
** | ** | ** |
** | ** | 27.00 |
87.00 | 86.00 | 17.00 |
12.00 | 15 |
16 | 17.00 | ** |
** | ** | ** |
** | ** | 28.00 |
87.00 | 86.00 | 15.00 |
12.00 | 16 |
17 | 17.00 | ** |
** | ** | ** |
** | ** | 29.00 |
87.00 | 86.00 | 13.00 |
12.00 | 17 |
18 | 17.00 | ** |
** | ** | ** |
** | ** | 30.00 |
87.00 | 86.00 | 12.00 |
12.00 | 18 |
19 | 17.00 | ** |
** | ** | ** |
** | ** | 31.00 |
87.00 | 86.00 | 11.00 |
13.00 | 19 |
20 | 18.00 | ** |
** | ** | ** |
** | ** | 32.00 |
87.00 | 84.00 | 9.00 |
13.00 | 20 |
21 | 18.00 | ** |
** | ** | ** |
** | ** | 33.00 |
87.00 | 84.00 | 7.00 |
13.00 | 21 |
22 | 18.00 | ** |
** | ** | ** |
** | ** | 35.00 |
87.00 | 82.00 | 6.00 |
14.00 | 22 |
23 | 18.00 | ** |
** | ** | ** |
** | ** | 37.00 |
87.00 | 80.00 | 6.00 |
16.00 | 23 |
24 | 18.00 | ** |
** | ** | ** |
** | ** | 39.00 |
87.00 | 78.00 | 6.00 |
18.00 | 24 |
25 | 18.00 | ** |
** | ** | ** |
** | ** | 41.00 |
87.00 | 76.00 | 6.00 |
20.00 | 25 |
26 | 18.00 | ** |
** | ** | ** |
** | ** | 43.00 |
87.00 | 74.00 | 6.00 |
22.00 | 26 |
27 | 18.00 | ** |
** | ** | ** |
** | ** | 45.00 |
85.00 | 72.00 | 6.00 |
23.00 | 27 |
28 | 18.00 | ** |
** | ** | ** |
** | ** | 47.00 |
83.00 | 70.00 | 6.00 |
24.00 | 28 |
29 | 17.00 | ** |
** | ** |
|
** | ** | 49.00 |
81.00 | 68.00 | 6.00 |
25.00 | 29 |
30 | 17.00 | ** |
** | ** |
|
** | ** | 51.00 |
79.00 | 66.00 | 6.00 |
25.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 51.00 |
| 64.00 | 6.00 |
| 31 |
TOTAL | 519.00* | ** |
** | ** | ** |
** | ** | 790.00* |
2263.30 | 2524.00 | 575.00 |
385.00 |
|
MEAN | 17.30* | ** |
** | ** | ** |
** | ** | 34.35* |
75.44 | 81.42 | 18.55 |
12.83 |
|
AC-FT | 1029.42* | ** |
** | ** | ** |
** | ** | 1566.94* |
4489.19 | 5006.28 | 1140.50 |
763.64 |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
Source: Wyoming Water Resources Data System, March 20, 2000
Overland Ditch, East Fork New Fork River
Diversion Description: Diversion consists of a single 40" by 40" slide gate
mounted on a concrete structure.1
-
Diversion Location:
- Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 12, 31, 106
Conveyance Description: Open Channel Canal, approximately 6« miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-03-1906 | 1617E |
Irrigation | 1,485.00 | 21.19 |
21.19 |
|
Storage Rights: None.
Estimated Canal Losses: Typical losses (10%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to Muddy Creek above East Fork River.2
Other Operational Information: The canal is typically turned on the first of May and
off in mid-July.1
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Overland Ditch, East Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 | 16.55 | 1,017.62 |
44.27 | 2,634.25 |
31.45 | 1,933.79 |
|
|
|
|
1981 | 21.22 | 1,304.77 |
48.93 | 2,911.54 |
8.60 | 528.79 |
|
|
|
|
1982 | 13.10 | 805.49 |
52.18 | 3,104.93 |
46.17 | 2,838.88 |
7.08 | 435.53 |
12.51 | 744.40 |
1983 |
|
|
47.70 | 2,838.35 |
51.34 | 3,156.77 |
|
|
|
|
1984 |
|
|
45.61 | 2,713.98 |
55.35 | 3,403.34 |
|
|
|
|
1985 |
|
|
|
|
10.32 | 634.55 |
0.00 | 0.00 |
0.00 | 0.00 |
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 |
|
|
39.08 | 2,325.42 |
|
|
|
|
|
|
1989 |
|
|
|
|
4.10 | 252.02 |
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 | 40.37 | 2,482.25 |
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 | 42.84 | 2,215.40 |
45.04 | 2,680.07 |
29.38 | 1,806.51 |
6.35 | 390.45 |
|
|
1995 | 14.11 | 867.59 |
30.15 | 1,794.05 |
33.13 | 2,037.08 |
15.47 | 951.21 |
4.20 | 249.92 |
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 23.56 | 1,448.85 |
44.12 | 2,625.32 | 32.66 |
2,007.87 | 7.23 | 444.25 |
5.76 | 342.64 |
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 4/30, on - 6 cfs; 5/6, 12 cfs; 5/12, 11 cfs; 5/21, 12 cfs, 5/29, 40 cfs; 6/3, 30 cfs;
6/11, 51 cfs; 6/23, 45 cfs; 6/30, 59 cfs; 7/9, 51 cfs; 7/15, 44 cfs; 7/21, off.
1981: 4/24, 6 cfs; 5/8, 14 cfs; 5/14, 12 cfs; 5/27,38 cfs; 6/10, 54 cfs; 6/17, 44 cfs; 7/6,
44 cfs; 7/7, 15 cfs; 7/11, off.
1982: 5/14, 9 cfs; 6/3, 44 cfs; 6/18, 51 cfs; 6/23, 65 cfs; 7/2, 59 cfs; 7/8, 60 cfs; 7/16,
57 cfs; 7/23, 25 cfs; 8/3, off; 9/22, 13 cfs; 10/5, 7 cfs.
1983: 5/17, off; 5/24, 11 cfs; 6/7, 34 cfs; 6/17, 42 cfs; 6/24, 55 cfs; 6/29, 51 cfs; 7/6,
52 cfs; 7/12, 51 cfs; 7/19, off; 7/27, off.
1984: 5/18, off; 5/22, 11 cfs; 6/1, 45 cfs; 6/9, 40 cfs; 6/12, 43 cfs; 6/29, 52 cfs; 7/6,
66 cfs; 7/16, 42 cfs; 9/25, off.
1985: 7/6, 40 cfs; 7/15, off; 7/31, off; 8/6, off; 8/14, off; 9/5, off.
1986: 6/26, 55.4; 9/9, off; 9/23, 2.5 cfs (est.).
1987: 5/14, 62.7 cfs; 7/14, off.
1988: 4/12, 0; 5/25, 55.5 cfs; 6/26, 32.3 cfs; 7/1, 6.8.
1989: 4/14, 0 cfs; 5/3, 20 cfs; 5/13, 30 cfs; 6/26, 30 cfs; 7/13, 0 cfs; 8/3, 0 cfs.
1990: 7/11, 25.0 cfs (est).
1991: 7/11, 42.0 cfs.
1992: 5/6, 60.00 cfs; 5/29, 45.00 cfs; 6/8, 35.00 cfs; 6/9, 34.5 cfs; 6/10, 25.00 cfs; 6/11, 25.8 cfs.
1993: 6/18, 53.8 cfs; 7/27, off; 9/2, 2.00 cfs.
1994: 5/3, off; 5/23, 63.00 cfs; 6/19, 48.60 cfs; 6/20, 28.10 cfs; 7/18, 35.00 cfs; 8/4,
8.00 cfs; 9/15, off.
1995: 4/10, off; 4/18, off; 4/26, off; 5/24, 20.6 cfs; 6/26, 35.0 cfs; 7/6, 36.6 cfs; 7/17,
35 cfs (est); 8/16, 12.5 cfs (est.); 8/30, 12 cfs (est); 9/21, off.
1996: 5/4, 12.0 cfs (est.); 6/26, 68.0 cfs (arrive), 1.48 cfs (depart).
1997: 5/27, 28 cfs (est); 9/4, 6.0 cfs (est).
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below
average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below
average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Overland Ditch, Green River
Diversion Description: Information not available at time of report.
-
Diversion Location:
- Source: Green River
- Section, Township, Range: 8, 31, 110
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
10-15-1897 | 1625 |
Irrigation | 14.00 | 0.20 |
0.20 | POD/MOC change from a portion of Hill Ditch |
09-18-1899 | 2274 |
Irrigation | 432.00 | 6.17 |
6.37 | POD/MOC change from Harman Ditch |
07-08-1911 | 10930 |
Domestic, Irrigation | 498.33 | 7.12 |
13.49 |
|
12-01-1911 | 2583E |
Domestic, Irrigation | 521.78 | 7.44 |
20.93 | POD/MOC change from a portion of Hill Ditch |
05-07-1971 | 6424E |
Irrigation | 211.63 | 3.03 |
23.96 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Green River at New Fork River.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Overland Ditch, Green River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1975 |
|
|
38.82 | 2,310.15 |
55.55 | 3,415.59 |
|
|
|
|
1976 | 13.77 | 846.74 |
52.40 | 3,118.01 |
42.94 | 2,604.40 |
|
|
|
|
1978 |
|
|
56.77 | 3,377.85 |
44.48 | 2,735.21 |
|
|
|
|
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
|
|
|
|
|
|
|
|
1985 |
|
|
|
|
|
|
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 |
|
|
|
|
|
|
|
|
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 13.77 | 846.74 |
49.33 | 2,935.34 | 47.66 |
2,930.40 |
|
|
|
|
Data in italics from USGS gaging station 006120.00, see attached data sheets. Blank
cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
OVERLAND DITCH | STATION NO. 006120.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1975 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
40.00 | 40.00 | 32.00 |
** | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
43.00 | 40.00 | 32.00 |
** | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
43.00 | 68.00 | 30.00 |
** | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
40.00 | 68.00 | 25.00 |
** | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
35.00 | 68.00 | 20.00 |
** | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
35.00 | 68.00 | 15.00 |
** | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
30.00 | 68.00 | ** |
** | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
30.00 | 68.60 | ** |
** | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 68.00 | ** |
** | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 69.00 | ** |
** | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
20.00 | 69.00 | ** |
** | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
20.00 | 69.00 | ** |
** | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
20.70 | 69.00 | ** |
** | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
20.00 | 69.00 | ** |
** | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 69.00 | ** |
** | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
35.00 | 69.00 | ** |
** | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
44.50 | 69.00 | ** |
** | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
45.00 | 69.00 | ** |
** | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 65.00 | ** |
** | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
47.00 | 60.00 | ** |
** | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | ** |
48.00 | 55.00 | ** |
** | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | ** |
49.00 | 50.00 | ** |
** | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | ** |
50.00 | 45.00 | ** |
** | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | ** |
51.00 | 35.50 | ** |
** | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | ** |
52.50 | 35.00 | ** |
** | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 34.00 | ** |
** | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | ** |
54.00 | 33.00 | ** |
** | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | ** |
50.00 | 33.00 | ** |
** | 28 |
29 | ** | ** |
** | ** |
|
** | ** | ** |
46.00 | 33.00 | ** |
** | 29 |
30 | ** | ** |
** | ** |
|
** | ** | ** |
42.00 | 33.00 | ** |
** | 30 |
31 | ** |
|
** | ** |
|
** |
| ** |
| 32.93 | ** |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | ** |
1164.70 | 1722.03 | 154.00* |
** |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | ** |
38.82 | 55.55 | 25.67* |
** |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | ** |
2310.15 | 3415.59 | 305.45* |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
OVERLAND DITCH | STATION NO. 006120.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
51.00 | 64.00 | ** |
** | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 64.00 | ** |
** | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 64.00 | ** |
** | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 63.00 | ** |
** | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 63.00 | ** |
** | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | 13.00 |
55.00 | 61.00 | ** |
** | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | 13.00 |
55.00 | 61.00 | ** |
** | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | 13.00 |
55.00 | 59.00 | ** |
** | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | 12.00 |
55.00 | 57.00 | ** |
** | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | 12.00 |
55.00 | 55.00 | ** |
** | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | 11.00 |
55.00 | 53.00 | ** |
** | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
55.00 | 51.00 | ** |
** | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
40.00 | 49.00 | ** |
** | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
40.00 | 47.00 | ** |
** | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
40.00 | 45.00 | ** |
** | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
40.00 | 42.70 | ** |
** | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
40.00 | 43.00 | ** |
** | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 4.00 |
40.00 | 43.00 | ** |
** | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 4.00 |
40.00 | 43.00 | ** |
** | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 3.00 |
45.00 | 44.50 | ** |
** | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 3.00 |
50.00 | 43.00 | ** |
** | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 4.00 |
55.00 | 41.00 | ** |
** | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
55.00 | 39.00 | ** |
** | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
58.00 | 37.00 | ** |
** | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
61.00 | 35.00 | ** |
** | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 42.00 |
64.00 | 33.00 | ** |
** | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 41.90 |
64.00 | 31.00 | ** |
** | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 43.00 |
64.00 | ** | ** |
** | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 45.00 |
64.00 | ** | ** |
** | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 47.00 |
64.00 | ** | ** |
** | 30 |
31 | ** |
|
** | ** |
|
** |
| 49.00 |
| ** | ** |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 426.90* |
1572.00 | 1331.20* | ** |
** |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 16.42* |
52.40 | 49.30* | ** |
** |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 846.74* |
3118.01 | 2640.40* | ** |
** |
|
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE
OVERLAND DITCH | STATION NO. 006120.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1978 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 63.00 | ** |
** | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
44.00 | 52.00 | ** |
** | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 52.00 | ** |
** | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
48.00 | 52.00 | ** |
** | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
50.00 | 58.00 | ** |
** | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
52.00 | 52.00 | ** |
** | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
54.00 | 52.00 | ** |
** | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
56.00 | 63.00 | ** |
** | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
56.00 | 63.00 | ** |
** | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
56.00 | 61.00 | ** |
** | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
56.00 | 59.00 | ** |
** | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
56.00 | 57.00 | ** |
** | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
56.00 | 54.00 | ** |
** | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
56.00 | 53.00 | ** |
** | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
58.00 | 53.00 | ** |
** | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
59.00 | 53.00 | ** |
** | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
59.00 | 52.00 | ** |
** | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
59.00 | 51.00 | ** |
** | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
59.00 | 50.00 | ** |
** | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 25.00 |
59.00 | 49.00 | ** |
** | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 27.00 |
59.00 | 49.00 | ** |
** | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 30.00 |
59.00 | 48.00 | ** |
** | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 35.00 |
59.00 | 48.00 | ** |
** | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 40.00 |
63.00 | 47.00 | ** |
** | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 40.00 |
63.00 | 45.00 | ** |
** | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 42.00 |
63.00 | 43.00 | ** |
** | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 44.00 |
63.00 | ** | ** |
** | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 46.00 |
63.00 | ** | ** |
** | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 48.00 |
63.00 | ** | ** |
** | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 50.00 |
63.00 | ** | ** |
** | 30 |
31 | ** |
|
** | ** |
|
** |
| 48.00 |
| ** | ** |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 475.00* |
1703.00 | 1379.00* | ** |
** |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 39.58* |
56.77 | 53.04* | ** |
** |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 942.15* |
3377.85 | 2735.21* | ** |
** |
|
Paradise Canal, West Fork New Fork River
Diversion Description: Information not available at time of report.
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 1, 32, 109
Conveyance Description: Open Channel Canal.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-30-1952 | 21100 |
Domestic, Irrigation, Stock | 1,705.00 | 24.36 |
24.36 |
|
06-22-1954 | 5801E |
Irrigation | 72.00 | 1.04 |
25.40 |
|
11-19-1974 | 6562E |
Irrigation, Stock | 16.00 | 0.28 |
25.68 |
|
11-19-1974 | 6564E |
Irrigation | 145.00 | 2.07 |
27.75 |
|
11-19-1974 | 6572E |
Irrigation, Stock | 80.00 | 1.19 |
28.94 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Approximately 40% of the return flows are delivered to West
Fork New Fork River near New Fork, approximately 40% to New Fork River near Bertram
Ditch, and approximately 20% to New Fork River near Big Piney.1
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Paradise Canal, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1975 | 38.53 | 2,368.90 |
88.13 | 5,244.29 |
72.30 | 4,445.75 |
56.78 | 3,491.10 |
30.88 | 1,837.70 |
1976 | 13.96 | 858.21 |
85.60 | 5,093.47 |
73.95 | 4,546.91 |
49.95 | 3,071.40 |
34.17 | 2,033.10 |
1978 |
|
|
73.27 | 4,359.67 |
67.16 | 4,129.58 |
57.84 | 3,556.40 |
31.47 | 1,872.40 |
1980 | 15.07 | 926.26 |
75.01 | 4,463.40 |
99.23 | 6,101.41 |
75.50 | 4,642.31 |
39.57 | 2,354.58 |
1981 | 34.27 | 2,107.18 |
112.10 | 6,670.41 |
101.72 | 6,254.52 |
55.30 | 3,400.26 |
38.00 | 2,261.16 |
1982 |
|
|
100.78 | 5,996.83 |
88.06 | 5,414.60 |
34.47 | 2,119.48 |
34.28 | 2,039.80 |
1983 |
|
|
81.08 | 4,824.60 |
66.79 | 4,106.76 |
21.76 | 1,337.97 |
|
|
1984 |
|
|
55.95 | 3,329.26 |
60.06 | 3,692.95 |
33.34 | 2,050.00 |
|
|
1985 | 36.59 | 2,249.83 |
77.59 | 4,616.93 |
36.73 | 2,258.44 |
19.73 | 1,213.15 |
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 | 50.81 | 3,123.97 |
61.11 | 3,636.30 |
|
|
|
|
|
|
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
40.73 | 2,504.13 |
14.53 | 893.55 |
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 |
|
|
|
|
|
|
22.23 | 1,366.87 |
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
67.69 | 4,162.10 |
59.66 | 3,668.35 |
26.62 | 1,584.00 |
1997 | 43.72 | 2,688.24 |
88.24 | 5,250.64 |
73.14 | 4,497.20 |
48.72 | 2,995.68 |
26.76 | 1,592.33 |
1998 | 31.22 | 1,919.64 |
79.78 | 4,747.24 |
68.35 | 4,202.68 |
39.27 | 2,414.62 |
27.02 | 1,607.80 |
|
Averages: | 33.02 | 2,030.32 |
81.55 | 4,854.75 | 70.45 |
4,332.08 | 42.08 | 2,587.22 |
32.09 | 1,909.21 |
Data in italics from USGS gaging station 006020.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 5/15, 25 cfs; 5/27, 27 cfs; 6/4, 40 cfs; 6/10, 69 cfs; 6/18, 80 cfs; 6/27,
100 cfs; 7/9, 107 cfs; 7/15, 107 cfs; 7/29, 85 cfs; 8/21, 74 cfs; 9/22, 48 cfs.
1981: 5/15, 44 cfs; 6/1, 81 cfs; 6/9, 120 cfs; 6/25, 114 cfs; 7/7, 116 Cfs; 7/20,
101 cfs; 8/4, 64 cfs; 8/11, 58 cfs; 8/27, 48 cfs; 9/28, 38 cfs.
1982: 5/24, 20 cfs (est); 6/2, 40 cfs; 6/7, 81 cfs; 6/18, 125 cfs; 6/28, 115cfs;
7/9, 125 cfs; 7/16, 120 cfs; 7/23, 43 cfs; 8/5, 25 cfs; 8/27, 43 cfs; 10/5, 26 cfs.
1983: 5/24, off; 6/1, 10 cfs (est); 6/3, 50 cfs; 6/7, 50 cfs; 6/19, 95 cfs; 6/24,
125 cfs; 7/5, 70 cfs; 7/11, 88 cfs; 7;1 9, 65 cfs; 7/27, 50 cfs; 8/22, 20 cfs.
1984: 5/17, off; 6/1, 72; 6/9, 53 cfs; 6/12, 47 cfs; 6/27, 57 cfs; 7/6, 80 cfs; 7/20,
55 cfs; 7/30, 39 cfs; 8/24, 50 cfs.
1985: 5/13, 45.1 cfs; 6/7, 83.5 cfs; 6/27, 74.0 cfs; 7/18, 30.0 cfs; 7/30, 17.5 cfs;
8/6, 38.0 cfs; 8/13, 34.5 cfs; 8/21, 4.5 cfs; 8/27, 3 cfs; 9/5, 11 cfs; 10/25, off.
1986: 6/17, 128.8 cfs; 9/2, 17 cfs.
1987: 5/11, 79 cfs; 6/1, 71 cfs; 7/13, 43.3 cfs; 8/26, 39 cfs.
1989: 4/14, 12.5 cfs; 7/7, 70 cfs; 8/1, 31 cfs; 8/18, 22 cfs.
1990: 7/13, 42.8 cfs.
1994: 5/13, off; 7/29, 48.20 cfs; 8/15, 15.40 cfs; 9/7, 19.00 cfs.
1996: 5/2, 10.0 cfs (est); 7/1, 100 cfs (est); 7/15, 65 cfs (est); 8/1, 46 cfs
(est); 8/15, 70.0 cfs (est); 9/20, 32 cfs (est).
1997-1998: Data Recorder Installed. See Attached Sheets.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
| 1997 |
May | June |
July | Aug. | Sept. |
1 |
| 76.0 |
97.9 | 65.7 | 30.0 |
2 |
| 79.7 |
99.1 | 64.9 | 30.0 |
3 |
| 71.5 |
96.7 | 64.9 | 30.0 |
4 |
| 77.8 |
88.9 | 61.9 | 29.6 |
5 |
| 82.7 |
89.9 | 66.5 | 29.3 |
6 |
| 86.8 |
81.7 | 64.9 | 28.6 |
7 | 9.0 | 81.7 |
97.9 | 63.4 | 28.6 |
8 | 9.2 | 85.7 |
109 | 63.4 | 28.6 |
9 | 9.4 | 85.7 |
132 | 62.6 | 28.2 |
10 | 9.6 | 86.8 |
100 | 64.2 | 27.9 |
11 | 9.2 | 97.9 |
62.6 | 64.2 | 29.5 |
12 | 10.6 | 83.7 |
64.9 | 54.2 | 31.9 |
13 | 11.3 | 85.7 |
69.0 | 50.4 | 30.4 |
14 | 10.6 | 82.7 |
64.2 | 45.8 | 28.9 |
15 | 11.6 | 82.7 |
62.6 | 46.3 | 28.2 |
16 | 21.1 | 80.7 |
61.9 | 44.7 | 29.3 |
17 | 37.3 | 79.7 |
64.2 | 44.1 | 28.6 |
18 | 31.1 | 78.8 |
61.1 | 43.6 | 28.2 |
19 | 49.8 | 81.7 |
76.9 | 43.1 | 27.9 |
20 | 62.6 | 85.7 |
74.2 | 42.1 | 21.7 |
21 | 69.0 | 88.9 |
64.9 | 41.6 | 22.5 |
22 | 74.2 | 86.8 |
61.1 | 42.1 | 23.9 |
23 | 77.8 | 89.9 |
63.4 | 43.6 | 23.3 |
24 | 72.4 | 109 |
64.9 | 38.6 | 23.0 |
25 | 70.7 | 108 |
62.6 | 33.4 | 23.0 |
26 | 68.1 | 107 |
49.8 | 33.0 | 23.0 |
27 | 64.2 | 103 |
50.4 | 31.9 | 22.7 |
28 | 72.4 | 103 |
49.2 | 32.6 | 22.5 |
29 | 75.1 | 100 |
49.2 | 31.5 | 22.2 |
30 | 77.8 | 97.9 |
48.6 | 30.7 | 21.4 |
31 | 78.8 |
|
48.6 | 30.4 |
|
CFS days | 1,092.90 |
2,647.20 | 2,267.40 |
1,510.30 | 802.90 |
Average (cfs) | 35.25 |
88.24 | 73.14 | 48.72 |
26.76 |
| 1998 |
May | June |
July | Aug. | Sept. |
1 | 1.0 | 78.9 |
81.2 | 38.3 | 37.5 |
2 | 1.0 | 87.0 |
81.4 | 37.9 | 35.3 |
3 | 1.0 | 87.0 |
81.6 | 37.9 | 34.2 |
4 | 4.2 | 67.2 |
81.6 | 32.4 | 32.1 |
5 | 16.5 | 54.7 |
78.3 | 26.6 | 30.7 |
6 | 17.0 | 77.0 |
87.0 | 37.5 | 29.7 |
7 | 7.4 | 77.0 |
84.9 | 44.9 | 29.4 |
8 | 6.7 | 73.2 |
88.4 | 44.5 | 28.1 |
9 | 12.5 | 74.4 |
81.6 | 42.7 | 28.1 |
10 | 11.7 | 71.4 |
73.8 | 41.5 | 28.4 |
11 | 11.7 | 78.9 |
73.8 | 41.1 | 27.8 |
12 | 14.0 | 77.6 |
73.8 | 39.9 | 27.2 |
13 | 20.3 | 75.1 |
72.0 | 39.1 | 28.1 |
14 | 19.5 | 76.3 |
71.4 | 38.7 | 27.8 |
15 | 19.5 | 80.9 |
69.6 | 38.7 | 26.0 |
16 | 19.0 | 89.8 |
68.4 | 38.3 | 25.4 |
17 | 19.0 | 91.3 |
66.6 | 40.7 | 25.1 |
18 | 19.0 | 89.1 |
68.4 | 45.3 | 24.2 |
19 | 20.3 | 82.2 |
72.6 | 44.9 | 24.0 |
20 | 36.4 | 78.3 |
70.2 | 42.3 | 23.7 |
21 | 37.5 | 77.0 |
69.0 | 39.9 | 24.0 |
22 | 37.5 | 75.7 |
65.5 | 35.3 | 24.2 |
23 | 37.5 | 82.9 |
63.2 | 30.0 | 24.2 |
24 | 37.5 | 93.5 |
63.8 | 34.9 | 24.0 |
25 | 42.3 | 90.6 |
63.8 | 39.1 | 24.0 |
26 | 71.4 | 82.9 |
60.5 | 42.7 | 24.0 |
27 | 76.3 | 80.9 |
43.6 | 41.9 | 23.7 |
28 | 81.6 | 80.9 |
41.9 | 41.1 | 23.5 |
29 | 82.9 | 80.9 |
41.1 | 41.1 | 23.3 |
30 | 96.4 | 80.9 |
40.7 | 39.9 | 23.0 |
31 | 89.1 |
|
39.1 | 39.3 |
|
CFS days | 967.70 |
2,393.50 | 2,118.80 |
1,218.40 | 810.70 |
Average (cfs) | 31.22 |
79.78 | 68.35 | 39.30 |
27.02 |
PARADISE CANAL 2.5 MILES BELOW HEADGATE | STATION NO. 006020.00 |
LATITUDE 42-44-35 LONGITUDE 109-44-32 |
|
SE1/4 NE1/4 NW1/4 SECTION 17 TOWNSHIP 32N, RANGE 108W 6TH P.M. |
|
ELEVATION 7000.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1974 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | 15.00 |
80.00 | 87.00 | 69.00 |
40.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | 15.00 |
81.00 | 86.00 | 69.00 |
40.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | 15.00 |
82.00 | 85.00 | 68.00 |
39.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | 15.00 |
84.00 | 84.00 | 68.00 |
39.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | 15.00 |
86.00 | 83.00 | 67.10 |
38.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | 15.20 |
87.00 | 82.00 | 67.00 |
38.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | 21.50 |
89.00 | 81.00 | 67.00 |
38.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | 27.50 |
90.00 | 80.00 | 66.00 |
38.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | 33.00 |
90.00 | 79.00 | 66.00 |
37.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | 39.00 |
90.00 | 78.00 | 65.00 |
37.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | 39.50 |
90.00 | 77.00 | 64.00 |
36.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | 39.50 |
90.00 | 76.00 | 63.00 |
35.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 39.50 |
90.00 | 75.00 | 62.00 |
34.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 39.50 |
90.00 | 74.00 | 61.00 |
33.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 39.50 |
90.00 | 73.00 | 60.00 |
32.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 39.50 |
90.00 | 72.00 | 59.00 |
31.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 39.80 |
90.00 | 72.00 | 59.00 |
30.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 40.00 |
90.00 | 71.00 | 58.00 |
29.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 41.50 |
90.00 | 70.00 | 57.00 |
29.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 41.70 |
90.00 | 69.00 | 55.00 |
28.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 42.50 |
90.00 | 68.00 | 53.00 |
27.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 43.00 |
89.00 | 66.00 | 51.00 |
26.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 43.00 |
89.00 | 65.00 | 49.00 |
25.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 43.00 |
89.00 | 64.00 | 47.00 |
24.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 44.00 |
88.00 | 63.00 | 45.00 |
23.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 45.50 |
88.00 | 62.00 | 43.00 |
22.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 49.00 |
88.00 | 61.40 | 41.00 |
21.50 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 49.00 |
88.00 | 61.00 | 41.00 |
20.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 64.50 |
88.00 | 60.00 | 40.00 |
19.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 79.60 |
88.00 | 59.00 | 40.00 |
18.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 80.00 |
| 58.00 | 40.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 1194.30 |
2644.00 | 2241.40 | 1760.10 |
926.50 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 38.53 |
88.13 | 72.30 | 56.78 |
30.88 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 2368.86 |
5244.29 | 4445.75 | 3491.11 |
1837.68 |
|
PARADISE CANAL 2.5 MILES BELOW HEADGATE | STATION NO. 006020.00 |
LATITUDE 42-44-35 LONGITUDE 109-44-32 |
|
SE1/4 NE1/4 NW1/4 SECTION 17 TOWNSHIP 32N, RANGE 108W 6TH P.M. |
|
ELEVATION 7000.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
68.00 | 92.00 | 56.00 |
40.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
74.00 | 95.00 | 52.00 |
39.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
78.00 | 95.00 | 48.00 |
38.50 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
** | 91.00 | 44.00 |
38.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
83.96 | 88.00 | 40.00 |
37.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
85.00 | 85.00 | 36.00 |
37.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
87.00 | 82.00 | 36.00 |
36.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
90.00 | 80.00 | 36.00 |
35.50 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
90.00 | 80.00 | 36.00 |
35.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
90.00 | 79.00 | 36.00 |
35.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
90.00 | 78.00 | 61.50 |
34.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
90.00 | 77.00 | 61.00 |
33.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
85.00 | 76.00 | 61.00 |
33.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
80.00 | 75.00 | 61.00 |
32.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
75.00 | 74.00 | 61.00 |
31.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
80.00 | 73.00 | 60.00 |
30.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 8.25 |
85.00 | 72.00 | 60.00 |
30.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
90.00 | 69.00 | 59.00 |
31.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 9.00 |
95.00 | 67.00 | 58.00 |
31.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
96.00 | 64.40 | 57.00 |
32.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 12.00 |
97.00 | 64.00 | 56.00 |
32.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 14.00 |
98.00 | 64.00 | 55.00 |
33.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 18.00 |
99.00 | 64.00 | 54.00 |
34.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 22.00 |
100.00 | 64.00 | 52.00 |
35.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 28.00 |
100.00 | 64.00 | 50.00 |
35.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 34.43 |
98.00 | 64.00 | 48.00 |
35.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 40.00 |
95.00 | 64.00 | 46.00 |
34.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 46.00 |
91.00 | 64.00 | 44.00 |
34.00 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 52.00 |
88.00 | 64.00 | 42.00 |
33.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 58.00 |
90.00 | 64.00 | 42.00 |
32.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 64.00 |
| 60.00 | 40.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 432.68* |
2567.96* | 2292.40 | 1548.50 |
1025.00 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 27.04* |
88.55* | 73.95 | 49.95 |
34.17 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 858.21* |
5093.47* | 4546.91 | 3071.40 |
2033.06 |
|
PARADISE CANAL 2.5 MILES BELOW HEADGATE | STATION NO. 006020.00 |
LATITUDE 42-44-35 LONGITUDE 109-44-32 |
|
SE1/4 NE1/4 NW1/4 SECTION 17 TOWNSHIP 32N, RANGE 108W 6TH P.M. |
|
ELEVATION 7000.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1978 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 76.00 | 72.00 |
38.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 76.00 | 72.00 |
38.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 76.00 | 71.00 |
38.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 75.00 | 70.00 |
37.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 75.00 | 69.00 |
37.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 74.00 | 67.00 |
37.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 74.00 | 65.00 |
36.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 73.00 | 63.00 |
36.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 73.00 | 61.00 |
36.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 72.00 | 59.00 |
36.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 72.00 | 57.00 |
36.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 71.00 | 55.00 |
36.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 71.00 | 53.00 |
36.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 70.00 | 51.00 |
36.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 69.00 | 68.00 |
35.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 68.00 | 66.00 |
35.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 67.00 | 64.00 |
35.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 25.00 |
72.00 | 66.00 | 62.00 |
34.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 25.00 |
72.00 | 65.00 | 60.00 |
34.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 35.00 |
73.00 | 64.00 | 58.00 |
34.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 35.00 |
74.00 | 63.00 | 56.00 |
34.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 50.00 |
75.00 | 62.00 | 54.00 |
34.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 50.00 |
76.00 | 62.00 | 53.00 |
34.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 70.00 |
76.00 | 61.00 | 52.00 |
32.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 72.00 |
76.00 | 61.00 | 51.00 |
30.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 72.00 |
76.00 | 60.00 | 49.00 |
28.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 72.00 |
76.00 | 59.00 | 47.00 |
8.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 72.00 |
76.00 | 58.00 | 45.00 |
8.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 72.00 |
76.00 | 57.00 | 43.00 |
8.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 72.00 |
76.00 | 56.00 | 41.00 |
8.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 72.00 |
| 56.00 | 39.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 794.00* |
2198.00 | 2082.00 | 1793.00 |
944.00 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 56.71* |
73.27 | 67.16 | 57.84 |
31.47 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 1574.88* |
4359.67 | 4129.58 | 3556.36 |
1872.40 |
|
Source: Wyoming Water Resources Data System, March 20, 2000.
Pole Creek Number 2 Ditch, East Fork New Fork River
Diversion Description: Diversion consists of three 36" slide gates mounted on
sections of CMP culvert.1
-
Diversion Location:
- Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 4, 33,108
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
06-10-1899 | 2161 |
Irrigation | 1,568.00 | 22.65 |
22.65 |
|
05-21-1908 | 1875E |
Domestic, Irrigation, Stock | 234.00 | 3.33 |
25.98 |
|
Storage Rights: None.
Estimated Canal Losses: Greater than typical losses (25%) are experienced due to
the presence of cobbles in the soil.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to East Fork River at Muddy Creek.2
Other Operational Information: The canal is typically turned on the first of May
and off in mid-July.1
- Sources:
- 1) Loren Smith,Wyoming State Engineer's Office, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Pole Creek Number 2 Ditch, East Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1976 |
|
|
0.96 | 57.09 |
1.02 | 62.61 |
|
|
|
|
1978 |
|
|
81.90 | 4,873.39 |
83.71 | 5,147.10 |
21.52 | 1,323.00 |
19.40 | 1,154.40 |
1980 |
|
|
53.62 | 3,296.97 |
45.90 | 2,731.24 |
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
65.33 | 3,887.40 |
35.47 | 2,180.97 |
9.09 | 558.92 |
|
|
1983 |
|
|
51.10 | 3,040.66 |
41.46 | 2,549.28 |
|
|
|
|
1984 |
|
|
46.43 | 2,762.78 |
24.72 | 1,519.97 |
0.00 | 0.00 |
|
|
1985 | 13.40 | 823.93 |
61.28 | 3,646.41 |
40.63 | 2,498.24 |
1.94 | 119.29 |
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 | 16.31 | 1,002.86 |
2.67 | 158.88 |
|
|
16.20 | 996.10 |
|
|
1988 | 19.79 | 1,216.84 |
55.17 | 3,282.84 |
32.68 | 2,009.41 |
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
5.11 | 304.07 |
|
|
|
|
|
|
1991 | 20.14 | 1,238.36 |
35.75 | 2,127.27 |
|
|
|
|
|
|
1992 |
|
|
20.79 | 1,237.09 |
|
|
|
|
|
|
1993 |
|
|
22.93 | 1,364.43 |
39.98 | 2,458.27 |
19.84 | 1,219.91 |
0.95 | 56.53 |
1994 | 10.09 | 620.41 |
30.59 | 1,820.23 |
22.54 | 1,385.93 |
1.14 | 70.10 |
2.17 | 129.12 |
1995 | 9.97 | 613.03 |
26.09 | 1,552.46 |
17.83 | 1,096.32 |
2.42 | 148.80 |
|
|
1996 |
|
|
|
|
22.00 | 1,352.73 |
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
36.43 | 2,167.44 |
46.50 | 2,859.09 |
0.77 | 47.36 |
|
|
|
Averages: | 14.95 | 919.24 |
37.26 | 2,223.71 | 34.81 |
2,140.26 | 186.30 | 498.16 |
7.51 | 446.68 |
Data in italics from USGS gaging station 006090.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 6/9, 85 cfs; 6/17, 67 cfs; 6/28, 74 cfs; 7/7, 80 cfs; 7/17, 45 cfs; 7/29, off.
1981: 5/27, 30 cfs; 7/20, 40 cfs; 8/4, off.
1982: 5/24, 42 cfs; 6/18, 75 cfs; 6/30, 61 cfs; 7/9, 37 cfs; 7/16, 37 cfs; 7/22,
30 cfs; 8/27, off.
1983: 5/25, 3 cfs (est); 6/7, 37 cfs; 6/17, 43 cfs; 6/24, 77 cfs; 6/28, 78 cfs;
7/12, 60 cfs; 7/19, 45 cfs; 7/27, off.
1984: 5/17, 1 cfs (est); 5/30, 2 cfs (est); 6/12, 55 cfs; 6/18, 80 cfs; 6/25,
78 cfs; 7/2, 85 cfs; 7/13, 67 cfs; 7/23, 8/20, off.
1985: 5/15, 2 cfs (est); 6/2, 49.5 cfs; 6/27, 71.5 cfs; 7/16, 52.0 cfs; 7/30, 8/22,
off; 8/28, 20.0 cfs.
1986: 6/17, 85.6 cfs; 9/12, off.
1987: 5/13, 47.6 cfs; 6/2, 3.4 cfs; 6/18, 57 cfs; 8/3, off; 9/8, 43 cfs
1988: 5/13, 23 cfs; 6/26, 66 cfs; 7/5, 52 cfs; 8/5, 0 cfs.
1990: 6/6, 8.6 cfs; 7/12, 1.5 cfs.
1991: 5/9, 8.95 cfs; 6/19, 73.83 cfs.
1992: 4/8, 2.00 cfs; 5/27, 18.00 cfs; 6/3, 25.00 cfs; 7/14, 12.00 cfs; 9/2, 2.00 cfs.
1993: 5/19, 15.80 cfs; 6/21, 21.90 cfs; 7/8, 45.00 cfs; 7/30, 35.50 cfs; 8/6,
40.00 cfs; 8/25, 2.50 cfs; 9/1, 3.00 cfs; 9/20, off.
1994: 5/12, 10.00 cfs; 5/26, 18.80 cfs; 6/1, 18.30 cfs; 6/7, 33.90 cfs; 6/14,
35.00 cfs; 6/22, 30.00 cfs; 7/25, 21.80 cfs; 8/5, 8/23, off; 8/30, 3.50 cfs; 9/8,
4.00 cfs; 9/19, 3.00 cfs.
1995: 4/16, 4/17, off; 5/4, 4.0 cfs; 5/10, 5.0 cfs; 5/31, 19.0 cfs (est); 6/5,
18.8 cfs; 6/27, 33.8 cfs; 8/3, 3.5 cfs (est); 9/14, off.
1996: 5/1, 9.0 cfs (est); 5/13, 12.0 cfs (est); 7/1, 44 cfs (est); 8/1, off.
1997: 8/15, off.
1998: 6/16, 72.6 cfs; 7/10, 73.4 cfs; 7/31, 1 cfs (est); 8/21, 1.37 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
POLE CREEK NO.2 DITCH | STATION NO. 006090.00 |
LATITUDE 42-51-31 LONGITUDE 109-45-06 |
|
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570410 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
14.00 | 66.00 | 49.00 |
** | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
16.00 | 66.00 | 47.00 |
4.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
45.00 | 67.00 | 45.00 |
** | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
46.00 | 67.00 | 43.00 |
** | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
47.50 | 68.00 | 41.00 |
** | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
49.00 | 68.00 | 39.00 |
** | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
53.00 | 68.00 | 37.00 |
** | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
55.00 | 68.00 | 35.00 |
** | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
57.00 | 68.00 | 33.00 |
** | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
57.00 | 68.00 | 31.00 |
** | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
57.00 | 67.00 | ** |
** | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
58.00 | 66.00 | ** |
** | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
58.00 | 65.00 | ** |
** | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
58.00 | 64.00 | ** |
** | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
58.00 | 64.00 | ** |
2.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
58.00 | 64.00 | ** |
** | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
59.00 | 63.00 | ** |
** | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
60.00 | 63.00 | ** |
** | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
62.00 | 62.00 | ** |
** | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
64.00 | 62.00 | ** |
** | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | ** |
66.00 | 61.00 | ** |
** | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | ** |
68.00 | 61.00 | ** |
** | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | ** |
70.00 | 60.00 | ** |
** | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | ** |
70.00 | 60.00 | ** |
** | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | ** |
70.00 | 59.00 | 2.00 |
** | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 4.00 |
69.00 | 58.00 | ** |
** | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
68.00 | 57.00 | ** |
** | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
67.00 | 56.00 | ** |
** | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
67.00 | 54.00 | ** |
** | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 12.00 |
66.10 | 51.00 | ** |
** | 30 |
31 | ** |
|
** | ** |
|
** |
| 14.00 |
| 50.00 | ** |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 54.00* |
1712.60 | 1941.00 | 402.00* |
6.00* |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 9.00* |
57.09 | 62.61 | 36.55* |
3.00* |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 107.11* |
3396.89 | 3849.92 | 797.35* |
11.90* |
|
POLE CREEK NO.2 DITCH | STATION NO. 006090.00 |
LATITUDE 42-51-31 LONGITUDE 109-45-06 |
|
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570410 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1978 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
72.00 | 80.00 | 26.00 |
21.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
74.00 | 81.00 | 26.00 |
21.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
76.00 | 82.00 | 26.00 |
20.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
78.00 | 83.00 | 26.00 |
20.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
80.00 | 84.00 | 26.00 |
20.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
82.00 | 85.00 | 26.00 |
20.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
84.00 | 85.00 | 25.00 |
20.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
86.00 | 86.00 | 25.00 |
20.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
86.00 | 87.00 | 24.00 |
20.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
86.00 | 88.00 | 24.00 |
20.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
86.00 | 89.00 | 23.00 |
20.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
86.00 | 90.00 | 23.00 |
20.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
87.00 | 90.00 | 22.00 |
20.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
87.00 | 90.00 | 22.00 |
20.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
86.00 | 90.00 | 21.00 |
20.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
85.00 | 90.00 | 20.00 |
20.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
85.00 | 90.00 | 20.00 |
20.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
84.00 | 90.00 | 19.00 |
20.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
84.00 | 90.00 | 18.00 |
19.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | ** |
83.00 | 90.00 | 18.00 |
19.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 50.00 |
83.00 | 90.00 | 18.00 |
19.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 52.00 |
82.00 | 88.00 | 18.00 |
19.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 54.00 |
82.00 | 86.00 | 18.00 |
19.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 56.00 |
81.00 | 82.00 | 18.00 |
18.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 58.00 |
80.00 | 80.00 | 18.00 |
18.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 60.00 |
79.00 | 78.00 | 18.00 |
18.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 62.00 |
78.00 | 76.00 | 19.00 |
18.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 64.00 |
78.00 | 73.00 | 19.00 |
18.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 66.00 |
78.00 | 70.00 | 20.00 |
18.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 68.00 |
79.00 | 67.00 | 20.00 |
17.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 70.00 |
| 65.00 | 21.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 660.00* |
2457.00 | 2595.00 | 667.00 |
582.00 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 60.00* |
81.90 | 83.71 | 21.52 |
19.40 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 1309.09* |
4873.39 | 5147.10 | 1322.97 |
1154.38 |
|
Source: Wyoming Water Resources Data System, March 20, 2000.
Rocky Mountain Ditch, East Fork New Fork River
Diversion Description: Diversion consists of a single 18" slide gate.
No diversion dam exists.1
-
Diversion Location:
- Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 10, 31, 106
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
06-06-1898 | 1851 |
Irrigation | 299.00 | 4.25 |
4.25 |
|
05-31-1899 | 434E |
Irrigation | 289.00 | 4.12 |
8.37 |
|
05-23-1900 | 539E |
Irrigation | 415.00 | 5.89 |
14.26 |
|
11-14-1901 | 740E |
Irrigation | 78.00 | 1.11 |
15.37 |
|
08-20-1909 | 2173E |
Irrigation | 192.00 | 2.74 |
18.11 | Permitted Source "East Fork New Fork River
and Cottonwood Creek" |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Cottonwood Creek above East Fork River.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith,Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Rocky Mountain Ditch, East Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
|
|
|
|
|
|
|
|
1985 |
|
|
|
|
7.50 | 460.96 |
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
|
|
|
|
|
|
|
|
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
17.79 | 1,058.58 |
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 | 22.72 | 1,397.00 |
20.84 | 1,240.07 |
12.40 | 762.45 |
0.70 | 43.04 |
|
|
1995 | 13.65 | 839.31 |
26.21 | 1,559.60 |
30.04 | 1,847.09 |
13.90 | 854.68 |
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 18.19 | 1,118.15 |
22.00 | 1,309.09 | 16.65 |
1,023.43 | 7.30 | 448.86 |
|
|
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1981: 7/6, 15 cfs; 10/2, 7 cfs.
1985: 7/7, 20.8 cfs; 7/8, 18.5 cfs; 7/31, off; 8/6, off; 8/14, 1.0 cfs (est); 9/25, 0.5 cfs (est).
1988: 4/12, 0 cfs; 6/18, 15 cfs; 6/26, 20.6 cfs; 6/27, 15.4 cfs.
1989: 4/21, 15 cfs; 5/3, 13 cfs; 6/26, 28 cfs; 8/3, 1 cfs.
1990: 7/11, 15.0 cfs (est).
1992: 5/29, 18.00 cfs; 6/8, 30.00 cfs; 6/10, 15.00 cfs; 6/11, 15.00 cfs; 7/10, 14.00 cfs.
1993: 4/29, 5/3, off; 6/14, 36.30 cfs; 7/27, off, 9/2, 2.00 cfs.
1994: 5/3, 15.00 cfs; 5/23, 29.80 cfs; 6/19, 21.90 cfs; 6/20, 15.00 cfs; 7/18, 15.00 cfs; 8/4,
1.00 cfs; 9/3, off.
1995: 4/10, off; 4/26, 2.5 cfs; 5/24, 18.0 cfs; 6/26, 30.0 cfs (est); 7/6, 30 cfs; 7/17, 34.1 cfs;
8/16, 12 cfs; 8/30, 12 cfs.
1996: 5/4, off; 6/26, 39 cfs (est).
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Sill, Ditch, West Fork New Fork River
Diversion Description: Diversion consists of a wood stop log headgate.
No diversion dam exists.1
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 9, 33, 109
Conveyance Description: Open Channel Canal, approximately 2 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
06-02-1898 | 1849 |
Irrigation | 560.00 | 7.95 |
7.95 |
|
11-01-1901 | 729E |
Irrigation | 190.00 | 2.71 |
10.66 |
|
06-04-1903 | 1140E |
Irrigation | 329.00 | 4.67 |
15.33 |
|
06-28-1906 | 1571E |
Irrigation | 271.00 | 3.87 |
19.20 |
|
07-05-1907 | 1762E |
Irrigation | 49.00 | 0.70 |
19.90 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to West Fork New Fork River above Pole Creek.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith,Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Sill Ditch, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1976 |
|
|
31.33 | 1,864.26 |
33.52 | 2,060.83 |
13.65 | 839.01 |
2.27 | 134.88 |
1980 |
|
|
39.77 | 2,366.48 |
35.71 | 2,195.72 |
|
|
|
|
1981 |
|
|
25.75 | 1,532.23 |
25.71 | 1,580.85 |
|
|
|
|
1982 |
|
|
36.88 | 2,194.51 |
45.37 | 2,789.69 |
11.01 | 676.98 |
0.00 | 0.00 |
1983 |
|
|
45.39 | 2,700.89 |
37.16 | 2,284.88 |
|
|
|
|
1984 |
|
|
42.06 | 2,502.74 |
17.96 | 1,104.32 |
|
|
|
|
1985 | 13.40 | 823.93 |
48.75 | 2,900.83 |
33.84 | 2,080.74 |
|
|
|
|
1986 |
|
|
23.87 | 1,470.27 |
|
|
|
|
|
|
1987 |
|
|
32.63 | 1,941.62 |
|
|
|
|
|
|
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
22.76 | 1,354.31 |
16.55 | 1,017.62 |
|
|
|
|
1990 |
|
|
34.62 | 2,060.03 |
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 | 10.58 | 650.54 |
21.72 | 1,292.43 |
23.55 | 1,448.03 |
7.73 | 475.30 |
|
|
1995 | 13.72 | 843.61 |
31.13 | 1,852.36 |
36.11 | 2,220.32 |
|
|
|
|
1996 |
|
|
|
|
21.79 | 1,339.81 |
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 12.15 | 747.07 |
33.59 | 1,998.69 | 29.75 |
1,829.35 | 10.80 | 663.76 |
1.13 | 67.44 |
Data in italics from USGS gaging station 006065.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 5/28, 21 cfs; 6/4, 34 cfs; 6/17, 42 cfs; 6/27, 44 cfs; 7/17, 43 cfs; 7/25, 37 cfs; 7/30, off.
1981: 6/9, 30 cfs; 7/7, 43 cfs; 7/24, 15 cfs; 7/30, 2 cfs; 8/7, off.
1982: 5/24, 28 cfs; 6/9, 34 cfs; 6/18, 28 cfs; 6/24, 49 cfs; 6/29, 47 cfs; 7/7, 56 cfs; 7/19,
46 cfs; 8/5, 22 cfs; 8/27, 9/24, off.
1983: 5/31, 29 cfs; 6/3, 30 cfs; 6/22, 55 cfs; 6/27, 55 cfs; 7/7, 55 cfs; 7/11, 48 cfs; 7/19,
39 cfs; 7/27, 28 cfs.
1984: 5/22, 10 cfs; 5/30, 8 cfs; 6/11, 49 cfs; 6/27, 47 cfs; 7/3, 37 cfs; 7/10, 38 cfs; 7/11,
36 cfs; 7/21, off.
1985: 5/23, 14.2 cfs; 6/6, 42.7 cfs; 6/27, 57.5 cfs; 7/22, 33.5 cfs; 7/30, off.
1986: 5/22, 31.5 cfs; 6/18, 47 cfs.
1987: 5/13, 2 cfs; 6/1, 38 cfs; 6/23, 51 cfs.
1989: 6/15, 52 cfs; 7/3, 31 cfs; 8/1, 0 cfs.
1990: 5/21, 6.2 cfs; 6/13, 38.0 cfs (est); 6/29, 38.0 cfs (est); 7/7, 31.0 cfs (est).
1993: 6/3, 43.30 cfs; 8/4, off.
1994: 5/13, 15.60 cfs; 6/13, 21.00 cfs; 7/2, 25.00 cfs; 7/22, 25.00 cfs; 8/15, 3.50 cfs; 9/7, 9.50 cfs.
1995: 4/12, 6.0 cfs; 5/25, 15.5 cfs; 6/7, 20.0 cfs; 6/21, 40 cfs (est); 7/18, 40 cfs (est); 8/9,
15 cfs (est).
1996: 6/25, 44.1 cfs; 7/25, 16.0 cfs (est).
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
SILL DITCH | STATION NO. 006065.00 |
LATITUDE 42-50-39 LONGITUDE 109-52-13 |
|
NE1/4 SW1/4 NW1/4 SECTION 9 TOWNSHIP 33N, RANGE 109W 6TH P.M. |
|
ELEVATION 7150.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 36.00 | 21.00 |
6.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 37.00 | 20.00 |
5.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 37.00 | 19.00 |
3.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 38.00 | 18.00 |
2.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 38.00 | 17.00 |
2.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
26.00 | 38.00 | 16.00 |
2.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
27.00 | 38.00 | 15.00 |
2.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
29.00 | 38.00 | 15.00 |
2.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
31.50 | 38.00 | 15.00 |
2.00 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 38.00 | 15.00 |
2.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
35.00 | 38.00 | 15.00 |
2.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
35.00 | 37.00 | 15.00 |
2.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 37.00 | 14.00 |
2.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
31.00 | 36.00 | 14.00 |
2.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
31.00 | 36.00 | 14.00 |
2.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
32.00 | 35.00 | 13.00 |
2.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 35.00 | 13.00 |
2.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
34.00 | 34.00 | 13.00 |
2.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | ** |
35.00 | 34.00 | 12.00 |
2.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 20.00 |
35.00 | 33.00 | 12.00 |
2.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 20.00 |
34.00 | 33.00 | 12.00 |
2.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 21.00 |
33.00 | 32.00 | 12.00 |
2.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 21.00 |
33.00 | 32.00 | 12.00 |
2.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 22.00 |
32.40 | 31.00 | 12.00 |
2.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 22.00 |
32.00 | 31.00 | 12.00 |
2.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 23.40 |
33.00 | 29.00 | 12.00 |
2.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 24.00 |
33.00 | 27.00 | 11.00 |
2.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 24.00 |
34.00 | 25.00 | 10.00 |
2.00 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 24.00 |
35.00 | 23.00 | 9.00 |
2.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 24.00 |
35.00 | 23.00 | 8.00 |
2.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 25.00 |
| 22.00 | 7.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 270.40* |
939.90 | 1039.00 | 423.00 |
68.00 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 22.53* |
31.33 | 33.52 | 13.65 |
2.27 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 536.33* |
1864.26 | 2060.83 | 839.01 |
134.88 |
|
Source: Wyoming Water Resources Data System, March 20, 2000.
Tibbals Ditch, East Fork New Fork River
Diversion Description: Diversion consists of a single 40" wide wood plank stop log
structure.1
-
Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 4, 31, 106
Conveyance Description: Open Channel Canal, approximately 2 1/2 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
11-25-1901 | 3559 |
Irrigation | 1,417.66 | 20.25 |
20.25 |
|
06-18-1908 | 1916E |
Irrigation | 28.00 | 0.40 |
20.65 |
|
Storage Rights: None.
Estimated Canal Losses: Typical losses (10%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to East Fork River at Muddy Creek.2
Other Operational Information: The canal is typically turned on the first of May and
off in mid-July.1
- Sources:
- 1) Loren Smith,Wyoming State Engineer's Office, Interview, May 5, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Tibbals Ditch, East Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1975 | 4.19 | 257.65 |
35.37 | 2,104.76 |
41.96 | 2,580.30 |
10.61 | 652.34 |
3.62 | 215.42 |
1976 | 8.74 | 537.12 |
35.92 | 2,137.19 |
32.99 | 2,028.69 |
8.84 | 543.27 |
4.22 | 251.19 |
1978 | 10.81 | 664.46 |
37.97 | 2,259.17 |
26.84 | 1,650.25 |
7.35 | 452.23 |
4.47 | 265.78 |
1980 | 17.47 | 1,074.19 |
41.25 | 2,454.55 |
19.54 | 1,201.47 |
5.10 | 313.59 |
6.20 | 368.93 |
1981 | 17.67 | 1,086.49 |
30.92 | 1,839.87 |
14.49 | 890.96 |
8.21 | 504.81 |
5.78 | 343.93 |
1982 |
|
|
33.26 | 1,979.11 |
19.20 | 1,180.56 |
11.15 | 685.59 |
9.09 | 540.89 |
1983 |
|
|
18.23 | 1,084.76 |
13.20 | 811.64 |
17.26 | 1,061.28 |
|
|
1984 |
|
|
18.06 | 1,074.64 |
27.05 | 1,663.24 |
20.80 | 1,278.94 |
36.20 | 2,154.05 |
1985 |
|
|
11.84 | 704.53 |
16.76 | 1,030.53 |
6.77 | 416.27 |
11.83 | 703.93 |
1986 |
|
|
|
|
|
|
|
|
|
|
1987 |
|
|
8.82 | 524.83 |
|
|
|
|
|
|
1988 |
|
|
|
|
|
|
|
|
|
|
1989 | 47.07 | 2,894.22 |
44.73 | 2,661.62 |
17.30 | 1,063.74 |
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
18.42 | 1,096.07 |
|
|
|
|
|
|
1993 | 20.21 | 1,242.66 |
|
|
|
|
4.17 | 256.40 |
|
|
1994 |
|
|
|
|
|
|
|
|
|
|
1995 | 13.95 | 857.75 |
25.40 | 1,511.40 |
28.81 | 1,771.46 |
13.59 | 835.62 |
6.12 | 364.17 |
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
41.71 | 2,481.82 |
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 17.51 | 1,076.82 |
28.71 | 1,708.17 | 23.47 |
1,442.99 | 10.35 | 636.39 |
9.73 | 578.70 |
Data in italics from USGS gaging station 006100.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1980: 4/28, on; 4/30, 3 cfs; 5/6, 3 cfs; 5/13, 2 cfs; 5/20, 31 cfs; 5/21, 37 cfs; 5/29,
31 cfs; 6/3, 25 cfs; 6/10, 49 cfs; 6/18, 31 cfs; 6/23, 56 cfs; 6/30, 43 cfs; 7/9, 26 cfs;
7/15, 16 cfs; 7/22, 13 cfs; 7/24, 13 cfs; 7/28, 10 cfs; 8/8, 7 cfs; 8/12, 5 cfs;
8/21, 3 cfs; 9/22, 8 cfs; 9/29, 7 cfs.
1981: 4/24, 7.5 cfs; 5/8, 13 cfs; 5/14, 10 cfs; 5/28, 31 cfs; 6/4, 19 cfs; 6/9, 45 cfs;
6/17, 31 cfs; 6/25, 29 cfs; 7/7, 19 cfs; 7/15, 16 cfs; 7/20, 10 cfs; 8/4, 9 cfs; 8/13,
8 cfs; 8/27, 8 cfs; 10/2, 4 cfs (est).
1982: 5/24, 18 cfs; 6/2, 23 cfs; 6/9, 15 cfs; 6/18, 40 cfs; 6/22, 47 cfs; 7/2, 30 cfs;
7/8, 18 cfs; 7/16, 28 cfs; 7/25, 9 cfs; 8/3, 5 cfs; 8/27, 16 cfs; 9/22, 10 cfs.
1983: 5/24, off; 6/1, 13 cfs; 6/7, 13 cfs; 6/19, 21 cfs; 6/24, 23 cfs; 7/6, 20 cfs; 7/12,
12 cfs; 7/19, 3 cfs (est); 7/27, 16 cfs; 8/22, 19 cfs; 9/12, 7 cfs.
1984: 5/18, off; 5/22, 13 cfs; 6/1, 25 cfs; 6/9, 7 cfs; 6/12, 4 cfs (est); 6/14, 18 cfs;
6/29, 26 cfs; 7/6, 3 cfs (est); 7/11, 26 cfs; 7/11, 6 cfs; 7/19, 15 cfs; 7/23, 62 cfs; 7/30,
47 cfs; 8/24, 4 cfs (est); 9/25, 70 cfs.
1985: 6/7, 22.9 cfs; 7/5, 4.0 cfs; 7/13, 22.9 cfs; 7/19, 20.8 cfs; 7/24, 20.8 cfs; 7/31,
18.5 cfs; 8/19, 0.2 cfs (est); 9/5, 9.8 cfs; 9/25, 14.0 cfs; 10/25, 11.0 cfs.
1986: 6/19, 7.5 cfs; 7/9, 5.3 cfs; 9/9, 0.5 cfs (est).
1987: 5/14, 27.7 cfs; 6/18, 6.5 cfs; 7/14, 1 cfs; 8/31, 7.5 cfs.
1988: 4/12, 4 cfs; 6/26, 5 cfs; 7/1, 6.8 cfs.
1989: 4/14, 6 cfs; 4/21, 7 cfs; 4/29, 8 cfs; 5/13, 54 cfs; 5/23, 57 cfs; 6/26, 40 cfs; 7/17,
16 cfs; 8/3, 0 cfs.
1990: 7/11, 22.4 cfs.
1992: 5/29, 17.00 cfs; 6/8, 15.00 cfs; 6/10, 21.00 cfs; 6/11, 20.00 cfs; 7/10, 18.00 cfs.
1993: 4/29, 12.00 cfs; 5/3, 12.3 cfs; 6/14, 36.80 cfs; 7/27, 8.10 cfs; 9/2, 1.00 cfs.
1995: 4/10, 4.0 cfs (est); 4/18, 8.5 cfs; 4/26,10.0 cfs (est); 5/24, 15.0 cfs; 6/26, 30.0 cfs;
7/6, 33.3 cfs; 7/17, 30 cfs (est); 8/16, 12 cfs; 8/30, 10 cfs (est); 9/21, 8.5 cfs.
1996: 5/4, 8.5 cfs (est); 6/26, 9 cfs (est); 9/21, 7.0 cfs (est).
1997: 5/27, 20 cfs (est); 6/16, 53.1 cfs; 7/15, 13.0 cfs.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
TIBBALS DITCH | STATION NO. 006100.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1975 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
16.00 | 62.20 | 29.00 |
4.50 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
19.00 | 60.00 | 25.00 |
4.50 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
21.00 | 59.00 | 20.00 |
4.50 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 58.00 | 20.00 |
4.53 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 57.00 | 15.00 |
4.50 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 56.00 | 13.00 |
4.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 55.00 | 12.10 |
4.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 54.00 | 12.00 |
3.50 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 51.60 | 12.00 |
3.50 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
25.00 | 52.00 | 12.00 |
3.50 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
24.25 | 64.10 | 11.00 |
3.50 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | 3.40 |
26.00 | 60.00 | 11.00 |
3.50 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 4.00 |
28.00 | 56.00 | 11.40 |
3.50 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 4.00 |
31.00 | 52.00 | 11.00 |
3.84 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 4.00 |
33.00 | 46.00 | 11.00 |
3.50 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
35.00 | 41.50 | 10.00 |
3.50 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
38.00 | 38.00 | 10.00 |
3.50 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
41.50 | 35.00 | 9.00 |
3.50 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
35.00 | 32.00 | 9.00 |
3.50 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
31.00 | 29.00 | 8.00 |
3.50 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
36.00 | 29.00 | 7.00 |
3.50 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
41.00 | 27.00 | 6.00 |
3.50 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
46.00 | 24.00 | 6.00 |
3.50 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
53.00 | 23.50 | 5.00 |
3.50 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
60.00 | 11.00 | 4.89 |
3.24 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
45.40 | 18.00 | 5.00 |
3.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 7.50 |
46.00 | 23.00 | 5.00 |
3.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 8.00 |
60.00 | 26.00 | 5.00 |
3.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 10.00 |
60.00 | 29.00 | 4.50 |
3.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 12.00 |
60.00 | 31.00 | 4.50 |
3.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 14.00 |
| 31.00 | 4.50 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 129.90* |
1061.15 | 1300.90 | 328.89 |
108.61 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 6.50* |
35.37 | 41.96 | 10.61 |
3.62 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 257.65* |
2104.76 | 2580.30 | 652.34 |
215.42 |
|
TIBBALS DITCH | STATION NO. 006100.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1976 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
33.00 | 55.80 | 14.00 |
4.00 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
36.00 | 55.00 | 10.00 |
2.00 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
39.50 | 53.00 | 6.00 |
2.00 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
39.00 | 51.00 | 5.00 |
2.00 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
39.00 | 47.00 | 5.00 |
2.00 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
39.00 | 43.00 | 5.00 |
2.00 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
39.00 | 37.80 | 5.00 |
2.00 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
39.00 | 34.00 | 5.00 |
2.00 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
39.50 | 33.00 | 5.00 |
6.60 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
39.00 | 32.00 | 17.10 |
6.00 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
39.00 | 31.00 | 16.00 |
6.00 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | 7.50 |
39.00 | 29.50 | 15.00 |
5.00 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
35.00 | 26.00 | 12.00 |
5.00 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
30.00 | 23.00 | 12.00 |
5.00 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
26.00 | 20.70 | 11.00 |
4.00 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
26.00 | 20.00 | 10.00 |
4.00 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
26.50 | 20.00 | 9.00 |
4.00 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | 6.00 |
25.00 | 20.00 | 8.00 |
4.00 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
25.00 | 39.50 | 7.00 |
4.00 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 5.20 |
25.00 | 38.00 | 6.00 |
4.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 5.00 |
26.00 | 36.00 | 5.00 |
5.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 7.00 |
28.00 | 36.00 | 5.00 |
5.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 10.00 |
30.00 | 33.00 | 12.10 |
5.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 14.00 |
31.00 | 31.00 | 11.00 |
5.20 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 18.00 |
36.00 | 30.00 | 10.00 |
5.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 24.00 |
41.00 | 29.00 | 10.70 |
5.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 24.10 |
46.00 | 28.00 | 10.00 |
5.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 25.00 |
51.00 | 26.50 | 9.00 |
5.00 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 27.00 |
55.00 | 24.00 | 8.00 |
5.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 29.00 |
55.00 | 22.00 | 5.00 |
5.20 | 30 |
31 | ** |
|
** | ** |
|
** |
| 31.00 |
| 18.00 | 5.00 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 270.80* |
1077.50 | 1022.80 | 273.90 |
127.00 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 13.54* |
35.92 | 32.99 | 8.84 |
4.23 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 537.12* |
2137.19 | 2028.69 | 543.27 |
251.90 |
|
TIBBALS DITCH | STATION NO. 006100.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 |
|
SECTION 0 TOWNSHIP 0, RANGE 0 P.M. |
|
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN |
|
DATA FROM WATER COMMISSIONERS (P) |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1978 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 5.00 | ** |
** | ** | ** |
** | ** | ** |
21.00 | 38.00 | 12.00 |
4.00 | 1 |
2 | 5.00 | ** |
** | ** | ** |
** | ** | ** |
21.00 | 36.00 | 10.00 |
4.00 | 2 |
3 | 5.00 | ** |
** | ** | ** |
** | ** | ** |
22.00 | 34.00 | 10.00 |
4.00 | 3 |
4 | 5.00 | ** |
** | ** | ** |
** | ** | ** |
25.00 | 32.00 | 10.00 |
4.00 | 4 |
5 | 5.00 | ** |
** | ** | ** |
** | ** | ** |
28.00 | 31.00 | 10.00 |
4.00 | 5 |
6 | 5.00 | ** |
** | ** | ** |
** | ** | ** |
45.00 | 27.00 | 10.00 |
4.00 | 6 |
7 | 4.00 | ** |
** | ** | ** |
** | ** | ** |
45.00 | 25.00 | 10.00 |
4.00 | 7 |
8 | 4.00 | ** |
** | ** | ** |
** | ** | ** |
44.00 | 23.00 | 10.00 |
4.00 | 8 |
9 | 4.00 | ** |
** | ** | ** |
** | ** | 10.00 |
42.00 | 21.00 | 10.00 |
4.00 | 9 |
10 | 4.00 | ** |
** | ** | ** |
** | ** | 10.00 |
40.00 | 31.00 | 9.00 |
4.00 | 10 |
11 | 4.00 | ** |
** | ** | ** |
** | ** | 10.00 |
38.00 | 31.00 | 9.00 |
4.00 | 11 |
12 | 3.00 | ** |
** | ** | ** |
** | ** | 10.00 |
36.00 | 31.00 | 9.00 |
4.00 | 12 |
13 | 3.00 | ** |
** | ** | ** |
** | ** | 10.00 |
36.00 | 30.00 | 9.00 |
4.00 | 13 |
14 | 3.00 | ** |
** | ** | ** |
** | ** | 10.00 |
34.00 | 30.00 | 8.00 |
4.00 | 14 |
15 | 3.00 | ** |
** | ** | ** |
** | ** | 11.00 |
34.00 | 29.00 | 8.00 |
4.00 | 15 |
16 | 2.00 | ** |
** | ** | ** |
** | ** | 11.00 |
36.00 | 29.00 | 8.00 |
4.00 | 16 |
17 | 2.00 | ** |
** | ** | ** |
** | ** | 12.00 |
38.00 | 28.00 | 7.00 |
5.00 | 17 |
18 | 2.00 | ** |
** | ** | ** |
** | ** | 13.00 |
38.00 | 26.00 | 7.00 |
5.00 | 18 |
19 | 1.00 | ** |
** | ** | ** |
** | ** | 14.00 |
40.00 | 24.00 | 6.00 |
5.00 | 19 |
20 | 1.00 | ** |
** | ** | ** |
** | ** | 15.00 |
40.00 | 24.00 | 5.00 |
5.00 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 16.00 |
42.00 | 24.00 | 5.00 |
5.00 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 17.00 |
44.00 | 24.00 | 5.00 |
5.00 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 17.00 |
26.00 | 24.00 | 5.00 |
5.00 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 18.00 |
48.00 | 24.00 | 5.00 |
5.00 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 18.00 |
48.00 | 24.00 | 5.00 |
5.00 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 18.00 |
46.00 | 24.00 | 5.00 |
5.00 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 18.00 |
43.00 | 24.00 | 5.00 |
5.00 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 19.00 |
40.00 | 24.00 | 4.00 |
5.00 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 19.00 |
40.00 | 24.00 | 4.00 |
5.00 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 19.00 |
39.00 | 20.00 | 4.00 |
5.00 | 30 |
31 | ** |
|
** | ** |
|
** |
| 20.00 |
| 16.00 | 4.00 |
| 31 |
TOTAL | 70.00* | ** |
** | ** | ** |
** | ** | 335.00* |
1139.00 | 832.00 | 228.00 |
134.00 |
|
MEAN | 3.50* | ** |
** | ** | ** |
** | ** | 14.57* |
37.97 | 26.84 | 7.35 |
4.47 |
|
AC-FT | 138.84* | ** |
** | ** | ** |
** | ** | 664.46* |
2259.17 | 1650.25 | 452.23 |
265.78 |
|
Source: Wyoming Water Resources Data System, March 20, 2000.
Wardell Ditch, Green River
Diversion Description: Diversion consists of a single 6' steel panel headgate.
No diversion dam exists.1
-
Diversion Location:
- Source: Green River
- Section, Township, Range: Lot 8, 30, 110
Conveyance Description: Open Channel Canal, approximately 5 miles in length.1
Wyoming Water Rights Summary
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
02-04-1898 | 1738 |
Irrigation | 130.00 | 1.85 |
1.85 |
|
06-20-1900 | 551E |
Irrigation | 225.00 | 3.26 |
5.11 |
|
04-03-1903 | 1014E |
Irrigation | 113.00 | 1.61 |
6.72 |
|
01-13-1915 | 3107E |
Irrigation | 262.83 | 2.75 |
9.47 |
|
07-31-1930 | 4684E |
Irrigation | 110.00 | 1.57 |
11.04 |
|
Storage Rights: None.
Estimated Canal Losses: Typical (10%).1
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Green River at Alkali Creek.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith,Wyoming State Engineer's Office, Fax, June 9, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Wardell Ditch, Green River, Diversion Data
No Diversion Data Available.
Wright Ditch, West Fork New Fork River
Diversion Description: Diversion dam consists of a wood stop log headgate.
No diversion dam exists.1
-
Diversion Location:
- Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
- Section, Township, Range: 16, 35, 110
Conveyance Description: Open Channel Canal, approximately 2 miles in length.1
Wyoming Water Rights Summary
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
05-27-1898 | 1844 |
Irrigation | 275.00 | 3.92 |
3.92 |
|
05-15-1899 | 424E |
Irrigation | 305.00 | 4.35 |
8.27 |
|
02-06-1904 | 1161E |
Irrigation | 315.00 | 4.50 |
12.77 |
|
06-11-1929 | 4832E |
Irrigation | 48.10 | 0.69 |
13.46 |
|
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to West Fork New Fork River north of Cora.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Loren Smith,Wyoming State Engineer's Office, Fax, June 6, 2000.
- 2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated
River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming,
Department of Civil Engineering, December, 1995.
|
Wright Ditch, West Fork New Fork River, Diversion Data
Wateryear | May |
June | July |
August | September |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
Average (cfs) | Monthly Total (AF) |
1980 |
|
|
|
|
|
|
|
|
|
|
1981 |
|
|
|
|
|
|
|
|
|
|
1982 |
|
|
|
|
|
|
|
|
|
|
1983 |
|
|
|
|
|
|
|
|
|
|
1984 |
|
|
34.07 | 2,027.31 |
26.35 | 1,620.48 |
5.55 | 341.18 |
5.67 | 337.67 |
1985 | 11.64 | 715.97 |
31.06 | 1,848.34 |
20.97 | 1,289.24 |
0.87 | 53.38 |
1.03 | 61.15 |
1986 |
|
|
29.81 | 1,773.58 |
13.14 | 807.83 |
5.72 | 351.63 |
20.81 | 1,238.20 |
1987 | 21.53 | 1,323.97 |
31.18 | 1,855.44 |
14.34 | 881.47 |
1.09 | 66.90 |
4.18 | 248.91 |
1988 |
|
|
|
|
|
|
|
|
|
|
1989 |
|
|
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 | 0.00 | 0.00 |
2.23 | 132.96 |
|
|
|
|
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 11.06 | 679.98 |
25.67 | 1,527.53 | 18.70 |
1,149.76 | 3.31 | 203.27 |
7.92 | 471.48 |
Data in italics from USGS gaging station 007104.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.
Data:
1989: 6/5, 32 cfs.
1994: 5/13, 6/13, dry; 7/2, 12.00 cfs; 9/7, dry.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above
average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average;
1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995,
average to above average; 1996, average; 1997, average; 1998, average to above average.
WRIGHT DITCH | STATION NO. 007104.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M. |
|
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1984 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | ** | ** |
** | ** | ** |
** | ** | ** |
10.70 | 36.60 | 5.48 |
5.75 | 1 |
2 | ** | ** |
** | ** | ** |
** | ** | ** |
10.60 | 35.80 | 5.56 |
5.75 | 2 |
3 | ** | ** |
** | ** | ** |
** | ** | ** |
10.30 | 16.40 | 5.52 |
5.75 | 3 |
4 | ** | ** |
** | ** | ** |
** | ** | ** |
21.90 | 8.99 | 5.45 |
5.75 | 4 |
5 | ** | ** |
** | ** | ** |
** | ** | ** |
37.00 | 8.64 | 5.41 |
5.75 | 5 |
6 | ** | ** |
** | ** | ** |
** | ** | ** |
42.00 | 8.51 | 5.45 |
5.75 | 6 |
7 | ** | ** |
** | ** | ** |
** | ** | ** |
41.60 | 22.10 | 5.48 |
5.75 | 7 |
8 | ** | ** |
** | ** | ** |
** | ** | ** |
40.70 | 42.40 | 5.45 |
5.75 | 8 |
9 | ** | ** |
** | ** | ** |
** | ** | ** |
40.30 | 42.00 | 5.37 |
5.75 | 9 |
10 | ** | ** |
** | ** | ** |
** | ** | ** |
40.70 | 42.00 | 5.37 |
5.75 | 10 |
11 | ** | ** |
** | ** | ** |
** | ** | ** |
41.10 | 40.70 | 5.37 |
5.75 | 11 |
12 | ** | ** |
** | ** | ** |
** | ** | ** |
40.30 | 42.90 | 5.33 |
5.75 | 12 |
13 | ** | ** |
** | ** | ** |
** | ** | ** |
39.40 | 42.90 | 5.33 |
5.75 | 13 |
14 | ** | ** |
** | ** | ** |
** | ** | ** |
38.60 | 43.80 | 5.33 |
5.71 | 14 |
15 | ** | ** |
** | ** | ** |
** | ** | ** |
34.30 | 43.30 | 5.41 |
5.67 | 15 |
16 | ** | ** |
** | ** | ** |
** | ** | ** |
38.20 | 39.00 | 5.48 |
5.67 | 16 |
17 | ** | ** |
** | ** | ** |
** | ** | ** |
38.60 | 39.40 | 5.48 |
5.67 | 17 |
18 | ** | ** |
** | ** | ** |
** | ** | ** |
37.00 | 39.90 | 5.48 |
5.67 | 18 |
19 | ** | ** |
** | ** | ** |
** | ** | 6.80 |
34.70 | 37.80 | 5.52 |
5.67 | 19 |
20 | ** | ** |
** | ** | ** |
** | ** | 6.80 |
34.30 | 31.10 | 5.52 |
5.67 | 20 |
21 | ** | ** |
** | ** | ** |
** | ** | 6.84 |
34.70 | 33.60 | 5.52 |
5.67 | 21 |
22 | ** | ** |
** | ** | ** |
** | ** | 6.76 |
29.40 | 34.30 | 5.52 |
5.67 | 22 |
23 | ** | ** |
** | ** | ** |
** | ** | 6.59 |
35.10 | 30.10 | 6.14 |
5.67 | 23 |
24 | ** | ** |
** | ** | ** |
** | ** | 6.76 |
35.40 | 11.80 | 5.83 |
5.63 | 24 |
25 | ** | ** |
** | ** | ** |
** | ** | 6.84 |
35.80 | 6.06 | 5.79 |
5.60 | 25 |
26 | ** | ** |
** | ** | ** |
** | ** | 6.76 |
35.80 | 7.40 | 5.79 |
5.56 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 7.49 |
35.80 | 6.97 | 5.71 |
5.52 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 7.90 |
35.40 | 6.02 | 5.71 |
5.48 | 28 |
29 | ** | ** |
** | ** | ** |
** | ** | 8.16 |
35.80 | 5.52 | 5.71 |
5.48 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 11.00 |
36.60 | 5.48 | 5.75 |
5.48 | 30 |
31 | ** |
|
** | ** |
|
** |
| 11.00 |
| 5.52 | 5.75 |
| 31 |
TOTAL | ** | ** |
** | ** | ** |
** | ** | 99.70* |
1022.10 | 816.99 | 172.01 |
170.24 |
|
MEAN | ** | ** |
** | ** | ** |
** | ** | 7.67* |
34.07 | 26.35 | 5.55 |
5.67 |
|
AC-FT | ** | ** |
** | ** | ** |
** | ** | 197.75* |
2027.31 | 1620.48 | 341.18 |
337.67 |
|
WRIGHT DITCH | STATION NO. 007104.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M. |
|
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1985 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 5.48 | ** |
** | ** | ** |
** | ** | ** |
24.40 | 0.39 | 0.16 |
1.28 | 1 |
2 | 5.52 | ** |
** | ** | ** |
** | ** | ** |
26.63 | 0.10 | 0.14 |
3.07 | 2 |
3 | 5.45 | ** |
** | ** | ** |
** | ** | ** |
29.02 | 14.54 | 0.13 |
5.96 | 3 |
4 | 5.45 | ** |
** | ** | ** |
** | ** | ** |
33.18 | 32.91 | 0.23 |
2.09 | 4 |
5 | 5.45 | ** |
** | ** | ** |
** | ** | ** |
32.37 | 31.57 | 0.71 |
1.16 | 5 |
6 | 5.45 | ** |
** | ** | ** |
** | ** | ** |
33.46 | 31.57 | 0.71 |
0.71 | 6 |
7 | 5.45 | ** |
** | ** | ** |
** | ** | ** |
36.00 | 29.27 | 0.64 |
0.43 | 7 |
8 | 5.41 | ** |
** | ** | ** |
** | ** | ** |
36.00 | 60.82 | 0.52 |
0.52 | 8 |
9 | 5.41 | ** |
** | ** | ** |
** | ** | ** |
36.59 | 61.25 | 0.47 |
0.58 | 9 |
10 | 5.41 | ** |
** | ** | ** |
** | ** | 13.83 |
36.30 | 60.38 | 0.39 |
0.71 | 10 |
11 | 5.45 | ** |
** | ** | ** |
** | ** | 8.64 |
36.00 | 60.82 | 0.39 |
0.58 | 11 |
12 | 5.41 | ** |
** | ** | ** |
** | ** | 7.19 |
35.43 | 59.95 | 0.52 |
1.89 | 12 |
13 | 5.41 | ** |
** | ** | ** |
** | ** | 6.55 |
34.57 | 58.25 | 0.58 |
1.56 | 13 |
14 | 5.41 | ** |
** | ** | ** |
** | ** | 10.65 |
34.29 | 25.72 | 0.58 |
1.05 | 14 |
15 | 5.41 | ** |
** | ** | ** |
** | ** | 15.28 |
36.00 | 24.83 | 0.64 |
0.52 | 15 |
16 | 5.37 | ** |
** | ** | ** |
** | ** | 15.28 |
36.30 | 24.61 | 0.86 |
0.58 | 16 |
17 | 5.33 | ** |
** | ** | ** |
** | ** | 15.43 |
36.30 | 22.51 | 2.53 |
0.64 | 17 |
18 | 5.30 | ** |
** | ** | ** |
** | ** | 15.89 |
36.30 | 0.26 | 3.38 |
0.58 | 18 |
19 | 5.33 | ** |
** | ** | ** |
** | ** | 15.59 |
36.00 | 0.19 | 1.28 |
0.86 | 19 |
20 | 5.30 | ** |
** | ** | ** |
** | ** | 18.54 |
36.59 | 1.41 | 0.35 |
0.47 | 20 |
21 | 5.26 | ** |
** | ** | ** |
** | ** | 18.37 |
35.14 | 7.19 | 0.58 |
0.47 | 21 |
22 | 5.26 | ** |
** | ** | ** |
** | ** | 18.54 |
35.14 | 9.76 | 0.52 |
1.28 | 22 |
23 | 5.26 | ** |
** | ** | ** |
** | ** | 18.37 |
34.85 | 10.31 | 0.52 |
0.71 | 23 |
24 | 5.22 | ** |
** | ** | ** |
** | ** | 19.62 |
35.43 | 10.88 | 0.78 |
0.52 | 24 |
25 | 5.26 | ** |
** | ** | ** |
** | ** | 20.93 |
32.64 | 8.73 | 1.05 |
0.47 | 25 |
26 | 5.22 | ** |
** | ** | ** |
** | ** | 19.62 |
30.02 | 0.23 | 1.56 |
0.52 | 26 |
27 | ** | ** |
** | ** | ** |
** | ** | 19.62 |
29.02 | 0.78 | 3.07 |
0.52 | 27 |
28 | ** | ** |
** | ** | ** |
** | ** | 19.43 |
16.21 | 0.21 | 1.41 |
0.52 | 28 |
29 | ** | ** |
** | ** |
|
** | ** | 20.17 |
1.05 | 0.19 | 0.22 |
0.35 | 29 |
30 | ** | ** |
** | ** |
|
** | ** | 22.11 |
0.64 | 0.19 | 0.43 |
0.23 | 30 |
31 | ** |
|
** | ** |
|
** |
| 21.32 |
| 0.17 | 1.56 |
| 31 |
TOTAL | 139.68* | ** |
** | ** | ** |
** | ** | 360.97* |
931.87 | 649.99 | 26.91 |
30.83 |
|
MEAN | 5.37* | ** |
** | ** | ** |
** | ** | 16.41* |
31.06 | 20.97 | 0.87 |
1.03 |
|
AC-FT | 277.05* | ** |
** | ** | ** |
** | ** | 715.97* |
1848.34 | 1289.34 | 53.38 |
61.15 |
|
WRIGHT DITCH | STATION NO. 007104.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M. |
|
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1986 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 0.21 | 7.19 |
** | ** | ** |
** | ** | ** |
20.31 | 29.34 | 0.02 |
7.69 | 1 |
2 | 0.23 | 0.52 |
** | ** | ** |
** | ** | ** |
22.25 | 28.10 | 0.20 |
8.23 | 2 |
3 | 0.28 | 0.43 |
** | ** | ** |
** | ** | ** |
23.02 | 27.49 | 4.65 |
12.06 | 3 |
4 | 0.26 | ** |
** | ** | ** |
** | ** | ** |
21.75 | 26.90 | 1.50 |
13.01 | 4 |
5 | 0.26 | ** |
** | ** | ** |
** | ** | ** |
23.81 | 26.60 | 1.73 |
14.37 | 5 |
6 | 0.26 | ** |
** | ** | ** |
** | ** | ** |
30.63 | 26.60 | 0.02 |
18.50 | 6 |
7 | 0.35 | ** |
** | ** | ** |
** | ** | ** |
39.35 | 26.90 | 0.17 |
18.44 | 7 |
8 | 0.35 | ** |
** | ** | ** |
** | ** | ** |
35.13 | 26.60 | 6.13 |
19.61 | 8 |
9 | 0.28 | ** |
** | ** | ** |
** | ** | ** |
30.96 | 26.31 | 6.13 |
22.00 | 9 |
10 | 0.26 | ** |
** | ** | ** |
** | ** | ** |
27.19 | 25.46 | 6.31 |
22.51 | 10 |
11 | 0.26 | ** |
** | ** | ** |
** | ** | ** |
30.96 | 25.18 | 6.05 |
20.31 | 11 |
12 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
37.39 | 24.90 | 8.01 |
18.07 | 12 |
13 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
38.95 | 23.81 | 8.93 |
22.76 | 13 |
14 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
37.77 | 18.94 | 9.05 |
22.76 | 14 |
15 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
34.77 | 17.44 | 7.69 |
23.02 | 15 |
16 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
32.30 | 9.81 | 7.17 |
23.02 | 16 |
17 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
31.29 | 6.68 | 7.27 |
23.28 | 17 |
18 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
30.30 | 6.59 | 0.11 |
23.54 | 18 |
19 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
28.10 | 2.30 | 6.40 |
23.81 | 19 |
20 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
27.49 | 0.55 | 7.07 |
23.81 | 20 |
21 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
34.14 | 0.12 | 6.88 |
23.81 | 21 |
22 | 0.23 | ** |
** | ** | ** |
** | ** | ** |
31.96 | 0.12 | 6.22 |
24.08 | 22 |
23 | 0.32 | ** |
** | ** | ** |
** | ** | ** |
30.30 | 0.12 | 5.62 |
24.62 | 23 |
24 | 0.28 | ** |
** | ** | ** |
** | ** | 0.31 |
29.34 | 0.09 | 8.81 |
25.46 | 24 |
25 | 0.28 | ** |
** | ** | ** |
** | ** | 0.17 |
29.02 | 0.08 | 8.23 |
25.74 | 25 |
26 | 0.28 | ** |
** | ** | ** |
** | ** | 0.17 |
28.10 | 0.07 | 8.23 |
25.46 | 26 |
27 | 0.28 | ** |
** | ** | ** |
** | ** | 0.20 |
27.49 | 0.06 | 7.92 |
25.46 | 27 |
28 | 0.26 | ** |
** | ** | ** |
** | ** | 0.15 |
26.90 | 0.04 | 7.80 |
23.81 | 28 |
29 | 15.59 | ** |
** | ** |
|
** | ** | 0.08 |
26.90 | 0.03 | 7.69 |
22.00 | 29 |
30 | 4.94 | ** |
** | ** |
|
** | ** | 0.15 |
26.31 | 0.03 | 7.58 |
23.02 | 30 |
31 | 9.66 |
|
** | ** |
|
** |
| 6.88 |
| 0.02 | 7.69 |
| 31 |
TOTAL | 37.42 | 8.14* |
** | ** | ** |
** | ** | 8.11* |
894.18 | 407.28 | 177.28 |
624.26 |
|
MEAN | 1.21 | 2.71* |
** | ** | ** |
** | ** | 1.01* |
29.81 | 13.14 | 5.72 |
20.81 |
|
AC-FT | 74.22 | 16.15* |
** | ** | ** |
** | ** | 16.09* |
1773.58 | 807.83 | 351.63 |
1238.20 |
|
WRIGHT DITCH | STATION NO. 007104.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M. |
|
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1987 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 23.02 | 0.00 |
** | ** | ** |
** | ** | ** |
31.78 | 30.47 | 0.23 |
2.78 | 1 |
2 | 23.54 | 0.00 |
** | ** | ** |
** | ** | ** |
32.46 | 28.89 | 0.34 |
2.78 | 2 |
3 | 23.28 | 0.00 |
** | ** | ** |
** | ** | ** |
31.45 | 10.68 | 3.66 |
2.78 | 3 |
4 | 17.44 | 0.00 |
** | ** | ** |
** | ** | ** |
31.45 | 8.54 | 4.01 |
2.78 | 4 |
5 | 10.89 | ** |
** | ** | ** |
** | ** | ** |
31.12 | 8.89 | 2.78 |
2.78 | 5 |
6 | 10.89 | ** |
** | ** | ** |
** | ** | ** |
30.79 | 8.77 | 1.75 |
2.78 | 6 |
7 | 10.89 | ** |
** | ** | ** |
** | ** | ** |
31.45 | 31.45 | 1.59 |
2.78 | 7 |
8 | 10.89 | ** |
** | ** | ** |
** | ** | ** |
32.46 | 32.12 | 1.45 |
2.78 | 8 |
9 | 10.89 | ** |
** | ** | ** |
** | ** | ** |
35.26 | 27.09 | 1.45 |
2.11 | 9 |
10 | 0.00 | ** |
** | ** | ** |
** | ** | ** |
36.37 | 26.51 | 0.90 |
1.00 | 10 |
11 | 0.00 | ** |
** | ** | ** |
** | ** | ** |
34.54 | 29.83 | 0.23 |
1.00 | 11 |
12 | 0.00 | ** |
** | ** | ** |
** | ** | ** |
34.54 | 30.79 | 0.82 |
0.62 | 12 |
13 | 0.00 | ** |
** | ** | ** |
** | ** | 32.46 |
34.19 | 28.28 | 0.09 |
0.62 | 13 |
14 | 0.00 | ** |
** | ** | ** |
** | ** | 33.84 |
34.19 | 20.53 | 0.34 |
1.20 | 14 |
15 | 0.00 | ** |
** | ** | ** |
** | ** | 34.90 |
29.83 | 12.43 | 1.00 |
6.21 | 15 |
16 | 0.00 | ** |
** | ** | ** |
** | ** | 36.00 |
12.28 | 10.95 | 1.00 |
0.68 | 16 |
17 | 0.00 | ** |
** | ** | ** |
** | ** | 37.50 |
11.10 | 11.24 | 0.90 |
0.17 | 17 |
18 | 0.00 | ** |
** | ** | ** |
** | ** | 37.50 |
15.69 | 10.68 | 0.90 |
1.92 | 18 |
19 | 0.00 | ** |
** | ** | ** |
** | ** | 37.50 |
34.90 | 9.50 | 0.10 |
7.76 | 19 |
20 | 0.00 | ** |
** | ** | ** |
** | ** | 37.12 |
36.00 | 10.54 | 0.09 |
7.76 | 20 |
21 | 0.00 | ** |
** | ** | ** |
** | ** | 36.74 |
36.00 | 13.73 | 0.07 |
7.87 | 21 |
22 | 0.00 | ** |
** | ** | ** |
** | ** | 36.37 |
36.00 | 8.89 | 0.07 |
8.09 | 22 |
23 | 0.00 | ** |
** | ** | ** |
** | ** | 36.00 |
36.00 | 7.25 | 0.07 |
8.09 | 23 |
24 | 0.00 | ** |
** | ** | ** |
** | ** | 35.63 |
34.54 | 4.01 | 0.07 |
7.98 | 24 |
25 | 0.00 | ** |
** | ** | ** |
** | ** | 35.26 |
34.19 | 0.38 | 0.07 |
0.46 | 25 |
26 | 0.00 | ** |
** | ** | ** |
** | ** | 35.26 |
33.84 | 1.20 | 0.75 |
1.59 | 26 |
27 | 0.00 | ** |
** | ** | ** |
** | ** | 34.54 |
29.83 | 6.21 | 1.92 |
9.50 | 27 |
28 | 0.00 | ** |
** | ** | ** |
** | ** | 33.84 |
30.47 | 5.75 | 2.11 |
9.50 | 28 |
29 | 0.00 | ** |
** | ** |
|
** | ** | 32.80 |
31.28 | 4.01 | 2.11 |
9.50 | 29 |
30 | 0.00 | ** |
** | ** |
|
** | ** | 32.12 |
31.45 | 3.05 | 0.08 |
9.62 | 30 |
31 | 0.00 |
|
** | ** |
|
** |
| 32.12 |
| 1.75 | 2.78 |
| 31 |
TOTAL | 141.73 | 0.00* |
** | ** | ** |
** | ** | 667.50* |
935.45 | 444.41 | 33.73 |
125.49 |
|
MEAN | 4.57 | 0.00* |
** | ** | ** |
** | ** | 35.13* |
31.18 | 14.34 | 1.09 |
4.18 |
|
AC-FT | 281.12 | 0.00* |
** | ** | ** |
** | ** | 1323.97* |
1855.44 | 881.47 | 66.90 |
248.91 |
|
WRIGHT DITCH | STATION NO. 007104.00 |
LATITUDE 42-59-51 LONGITUDE 109-58-39 |
|
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M. |
|
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN |
|
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000 |
|
SUBLETTE COUNTY DATA FROM WWRC (C) |
|
***TO USE THIS DATA, SEE VIC HASFURTHER*** |
|
MEAN DAILY FLOW IN CFS BY WATER YEAR |
1988 |
DAY | OCT | NOV |
DEC | JAN | FEB |
MAR | APR | MAY |
JUNE | JULY | AUG |
SEPT | DAY |
1 | 9.62 | 1.00 |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 1 |
2 | 9.62 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 2 |
3 | 9.25 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 3 |
4 | 10.40 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 4 |
5 | 12.91 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 5 |
6 | 12.59 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 6 |
7 | 13.07 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 7 |
8 | 13.40 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 8 |
9 | 8.31 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 9 |
10 | 6.95 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 10 |
11 | 6.86 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 11 |
12 | 6.76 | ** |
0.00 | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 12 |
13 | 6.76 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 13 |
14 | 6.76 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 14 |
15 | 6.76 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 15 |
16 | 6.48 | ** |
** | ** | ** |
** | ** | 0.00 |
** | ** | ** |
** | 16 |
17 | 6.39 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 17 |
18 | 6.39 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 18 |
19 | 6.30 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 19 |
20 | 6.30 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 20 |
21 | 4.39 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 21 |
22 | 4.01 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 22 |
23 | 3.34 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 23 |
24 | 3.34 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 24 |
25 | 3.05 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 25 |
26 | 3.05 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 26 |
27 | 2.78 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 27 |
28 | 1.20 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 28 |
29 | 1.32 | ** |
** | ** | ** |
** | ** | ** |
** | ** | ** |
** | 29 |
30 | 1.32 | ** |
** | ** |
|
** | ** | ** |
** | ** | ** |
** | 30 |
31 | 1.20 |
|
** | ** |
|
** |
| ** |
| ** | ** |
| 31 |
TOTAL | 200.88 | 1.00* |
0.00* | ** | ** |
** | ** | 0.00* |
** | ** | ** |
** |
|
MEAN | 6.48 | 1.00* |
0.00* | ** | ** |
** | ** | 0.00* |
** | ** | ** |
** |
|
AC-FT | 398.44 | 1.98* |
0.00* | ** | ** |
** | ** | 0.00* |
** | ** | ** |
** |
|
Source: Wyoming Water Resources Data System, March 20, 2000.
|