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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 I
District 8
Baggs Ditch, Little Snake River
Diversion Description: Diversion consists of two 36" wide slide gates
mounted on a concrete structure.
No diversion dam exists.1
-
Diversion Location:
- Source: Little Snake River, Trib. Yampa River, Trib. Green River
- Section, Township, Range: 4, 12, 091
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 |
Fall 1877 | Terr. |
Domestic, Stock, Irrigation | 190.00 |
2.80 | 2.80 |
|
04-10-1886 | Terr. |
Irrigation | 33.00 |
0.47 | 3.27 | POD/MOC change from a portion
of John Irons Ditch |
10-00-1887 | Terr. |
Irrigation | 580.00 |
8.28 | 11.55 |
|
12-04-1889 | Terr. |
Domestic, Stock, Irrigation | 100.00 |
1.43 | 12.98 |
|
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 Little Snake River at Baggs.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Western Water Consultants, Inc., Little Snake River Basin Planning Study,
Level I Feasibility Study, Draft Phase I Report, Tasks B&C (Diversions and Canals),
August, 1991.
- 2) Stone & Webster Engineering Corporation and Western Water Consultants, Inc.,
Streamflow Depletion Study - Sandstone Reservoir, February, 1987.
|
Baggs Ditch, Little Snake 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 |
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1981 |
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1982 |
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|
|
1983 |
|
| 8.50 |
505.79 | 10.89 | 669.60 |
2.22 | 136.50 | 2.47 |
146.98 |
1984 |
|
| 13.44 |
799.74 | 7.51 | 461.77 |
0.00 | 0.00 | 0.00 |
0.00 |
1985 |
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1986 |
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1987 |
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1988 |
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1989 |
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1990 |
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1991 |
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1992 |
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1993 |
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|
|
0.00 | 0.00 | 0.00 |
0.00 |
1994 |
|
|
|
|
|
|
0.00 | 0.00 | 0.00 |
0.00 |
1995 | 0.55 | 33.85 |
11.96 | 711.73 | 6.59 |
405.15 | 0.00 | 0.00 |
|
|
1996 | 5.16 | 317.36 |
1.80 | 111.38 |
|
|
|
|
|
|
1997 | 0.69 | 42.50 |
13.15 | 782.48 | 0.96 |
59.01 |
|
|
|
|
1998 | 0.93 | 57.12 |
10.14 | 603.20 | 4.84 |
297.70 |
|
|
|
|
|
Averages: | 1.84 | 112.71 |
9.83 | 585.72 | 6.16 |
378.65 | 0.44 | 27.30 |
0.62 | 36.75 |
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.
Baggs Ditch, Little Sanke River, Diversion Data
Data:
1983 (all est.) : 5/23, 0 cfs; 6/10, 20 cfs; 6/13, 20 cfs; 6/21, 20 cfs; 6/27, 20 cfs; 7/5,
20 cfs; 7/14, 10 cfs; 7/18, off; 7/22, 10 cfs; 7/25, 10 cfs; 8/1, 5 cfs;
8/8, off; 9/5, 5 cfs; 9/16, 2 cfs; 9/19, 2 cfs; 9/30, off.
1984 (all est.): 6/3, 15 cfs; 6/9, 15 cfs; 6/18, 15 cfs; 7/13, 10 cfs; 7/16, 10 cfs; 7/19, 8 cfs;
7/25, off; 7/28, 5 cfs; 8/1, off for season.
1985: 5/24, 0 cfs.
1993: 4/21, off; 5/13, off; 5/14, off; 5/22, on; 6/3, on; 6/16, on; 7/15, on; 7/23, 7/29, 8/11,
8/26, 8/30, 9/8, off.
1994: 4/21, off; 5/18, 12 cfs; 5/24, 16 cfs; 6/7, 8.0 cfs; 7/8, 7/20, 8/4, 8/10, 8/16, 8/17, 8/23,
9/7, off.
1995: 4/13, 5/11, 5/16, 5/23, 5/24, off; 6/27, 18.13 cfs; 7/27, 8/10, 8/22, off.
1996: 11/7, 11/13, 4/10, 4/18, 4/26, 5/3, off; 5/23, 16 cfs; 7/29, 6.4 cfs; 8/21, 9/4, off.
1997: 4/22, 5/7, 5/20, 5/27, off; 6/3, 12 cfs; 6/10, 14 cfs; 6/27, 14 cfs; 7/1, 8.5 cfs; 7/8,
7/15, 7/22, off.
1998: 5/20, off; 6/24, 14 cfs; 7/28, 9/19, off.
Supply: 1983, above average; 1984, above average (some flooding); 1985, below average; 1986,
average; 1989, below average; 1993, slightly above average; 1994, slightly above average; 1995,
above average; 1996, above average; 1997, above average; 1998, above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
First Mesa Canal, Little Snake River
Diversion Description: Diversion consists of four 3' by 3' steel sliding gates
mounted on a concrete wall. A sheet-pile and plank diversion dam across the river
channel exists.1 |
|
-
Diversion Location:
- Source: Little Snake River, Trib. Yampa River, Trib. Green River
- Section, Township, Range: 13, 12, 90
|
Conveyance Description: Open Channel Canal, approximately 13 miles
in length.1 |
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
06-00-1877 | Terr. |
Domestic, Irrigation, Stock | 50.00 |
0.80 | 0.80 | POD/MOC change from Perkins
Ditch. |
11-12-1882 | Terr. |
Irrigation | 260.00 |
3.71 | 4.51 | POD/MOC change from Perkins
Ditch. |
Early 1886 | Terr. |
Irrigation | 100.00 |
1.43 | 5.94 | POD/MOC change from Baker
Ditch. |
Fall 1887 | Terr. |
Irrigation | 31.00 |
0.44 | 6.38 | POD/MOC change from Bennett
& Aylesworth Ditch. |
06-10-1899 | 440E |
Irrigation, Stock | 1463.30 |
20.86 | 27.27 |
|
08-01-1902 | 901E |
Irrigation | 57.50 |
0.82 | 28.06 |
|
12-12-1902 | 958E |
Irrigation | 27.00 |
0.38 | 28.44 | POD/MOC change from Perkins
Ditch. |
11-24-1903 | 1152E |
Irrigation, Stock | 70.00 |
1.00 | 29.44 |
|
05-28-1904 | 1209E |
Irrigation | 7.21 |
0.10 | 29.54 | POD/MOC change from Enl.
Dixon Mercantile & Lumber Co. Ditch. |
10-23-1905 | 1450E |
Irrigation | 10.00 |
0.14 | 29.68 | POD/MOC change from Perkins
Irr. Ditch. |
02-08-1909 | 2012E |
Irrigation | 175.00 |
2.40 | 32.08 |
|
05-02-1911 | 2454E |
Irrigation | 53.00 |
0.75 | 32.83 | POD/MOC change from portion
of Enl. Bennett & Aylesworth Ditch. |
12-08-1926 | 4608E |
Irrigation | 70.00 |
1.00 | 33.83 |
|
12-13-1934 | 4999E |
Irrigation | 37.00 |
0.53 | 34.36 | POD/MOC change from portion
of Enl. Bennett & Aylesworth Ditch. |
11-17-1948 | 5475E |
Irrigation | 138.00 |
1.97 | 36.33 |
|
11-09-1955 | 5855E |
Irrigation | 76.10 |
1.09 | 37.42 | Permitted Name:
Russell Enl. of First Mesa Canal. 25.40 acres Supplementary Supply. |
03-23-1977 | 6612E |
Irrigation | 36.00 |
0.51 | 37.93 |
|
04-15-1977 | 6634E |
Irrigation | 252.60 |
3.61 | 41.54 |
|
08-21-1992 | 7055E |
Irrigation | 3.00 |
0.04 | 41.58 |
|
01-07-1993 | 7052E |
Irrigation, Stock |
|
0.05 | 41.63 | Actual amount
of appropriation for stock purposes is 0.056 cfs. 37.00 acres
Supplementary Supply. |
05-19-1993 | 7093E |
Irrigation, Stock | 6.00 |
0.14 | 41.77 | Actual ammount
of appropriation for irrigation is 0.09 cfs, and for stock purposes
is 0.056 cfs. |
Storage Rights: None.
Estimated Canal Losses: Typical (10%).1
Irrigation Practices: Approximately 200 acres are irrigated through 3 sprinkler system lines;
remainder of lands are flood irrigated.1
Crop Types / Consumptive Use: Water is used to irrigate almost entirely native grass hay.
Occasionally, some acres are irrigated barley used to regenerate soil.1
Return Flows: Little Snake River at Muddy Creek.2
Other Operational Information: The First Mesa Canal is typically utilized for stock and irrigation
uses from the first week of May until the first week of October, with stock uses being utilized
until mid-November.
- Sources:
- 1) Mary Waldron, First Mesa Canal Company, Interview, May 6, 2000.
- 2) Stone & Webster Engineering Corporation and Western Water Consultants, Inc.,
Streamflow Depletion Study - Sandstone Reservoir, February, 1987.
|
First Mesa Canal, Little Snake 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 |
|
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|
|
|
|
|
|
|
|
1982 |
|
|
|
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|
|
|
|
|
|
1983 | 9.51 | 584.75 |
77.63 | 4,619.31 | 54.21 |
3,333.24 | 34.87 | 2,144.07 |
36.17 | 2,152.26 |
1984 |
|
|
71.18 | 4,235.50 | 63.82 |
3,924.14 | 38.89 | 2,391.25 |
|
|
1985 | 58.77 | 3,613.63 |
80.64 | 4,798.41 | 60.87 |
3,742.75 | 24.70 | 1,518.74 |
15.33 | 912.20 |
1986 | 62.19 | 3,823.91 |
106.00 | 6,307.44 | 54.42 |
3,346.16 | 9.32 | 573.06 |
|
|
1987 | 83.43 | 5,129.91 |
68.89 | 4,099.24 | 35.39 |
2,176.05 | 15.26 | 938.30 |
11.05 | 657.52 |
1988 | 63.14 | 3,882.33 |
107.17 | 6,337.06 | 48.33 |
2,971.70 | 9.62 | 591.51 |
|
|
1989 | 134.49 | 8,269.47 |
107.51 | 6,397.29 | 29.68 |
1,824.95 | 9.63 | 592.13 |
|
|
1990 | 87.15 | 5,358.64 |
91.69 | 5,455.93 | 69.68 |
4,284.46 | 11.94 | 734.16 |
|
|
1991 | 88.28 | 5,428.13 |
94.90 | 5,646.94 | 48.96 |
3,010.43 | 11.85 | 728.63 |
|
|
1992 | 87.52 | 5,381.40 |
47.07 | 2,800.86 |
|
|
|
|
|
|
1993 | 23.75 | 1,460.33 |
78.47 | 4,669.29 | 58.33 |
3,586.57 | 42.46 | 2,610.76 |
33.30 | 1,981.49 |
1994 | 72.68 | 4,468.92 |
64.48 | 3,836.83 | 21.33 |
1,311.53 | 12.17 | 748.30 |
6.55 | 389.75 |
1995 | 24.00 | 1,475.70 |
66.20 | 3,939.17 | 71.16 |
4,375.46 | 48.29 | 2,969.24 |
33.30 | 1,981.49 |
1996 | 66.58 | 4,093.84 |
84.87 | 5,050.12 | 68.87 |
4,234.65 | 36.58 | 2,249.22 |
44.10 | 2,624.13 |
1997 | 55.95 | 3,440.23 |
81.97 | 4,887.55 | 51.42 |
3,161.69 | 41.26 | 2,536.98 |
25.50 | 1,517.36 |
1998 | 53.19 | 3,270.53 |
97.37 | 5,793.92 | 61.39 |
3,774.72 | 34.46 | 2,118.86 |
55.20 | 3,284.63 |
|
Averages: | 64.71 | 3,978.78 |
82.88 | 4,931.55 | 53.19 |
3,270.57 | 25.42 | 1,563.01 |
28.94 | 1,722.31 |
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.
First Mesa Canal, Little Snake River, Diversion Data
Data:
1983: 5/16, 0 cfs; 5/23, 4 cfs; 6/1, 58.44 cfs; 6/6, 39.3 cfs; 6/10, 70.56 cfs; 6/13,
69 cfs; 6/17, 76.94 cfs; 6/21, 67.4 cfs; 6/23, 130.6 cfs; 6/27, 108.11 cfs; 7/1,
gage=1.7; 7/5, 67.4 cfs; 7/11, 66.70 cfs; 7/14, 59.91 cfs; 7/18, 34.46 cfs; 7/22,
72.14 cfs; 7/25, 44.53 cfs; 7/29, 22.3 cfs; 8/1, 17.4 cfs; 8/5, 22.3 cfs; 8/8, 12.99
cfs; 8/15, 45.86 cfs; 8/19, 45.86 cfs; 8/21, 45.86 cfs; 8/29, 39.37 cfs; 9/5, 52.71
cfs; 9/12, 30.36 cfs; 9/16, 39.37 cfs; 9/19, 30.36 cfs; 9/26, 31.51 cfs; 9/30, 37.5 cfs.
1984: 6/3, 83.52 cfs; 6/9, 75.33 cfs; 6/18, 60 cfs; 6/23, 92 cfs; 6/27, 83.52 cfs;
7/13, 52.71 cfs; 7/19, 75.33 cfs; 7/22, 75.33 cfs; 7/25, 59.91 cfs; 7/28, 52.71 cfs;
8/1, 59.91 cfs; 8/5, 52.71 cfs; 8/8, 45.86 cfs; 8/13, 39.37 cfs; 8/20, 45.86 cfs; 8/27,
45.86 cfs.
1985: 5/1, 0 cfs; 5/24, 101.54 cfs; 5/27, 76.82 cfs; 7/1, 83.5 cfs; 7/15, 72.9 cfs;
7/20, 62.6 cfs; 7/27, 27.55 cfs; 8/16, 28 cfs; 8/26, 15 cfs; 9/5, 39 cfs; 9/16, 19.76 cfs.
1986: 5/13, 59.91 cfs; 5/27, 129 cfs; 6/2, 110 cfs; 6/10, 120 cfs; 6/18, 103 cfs; 6/24,
96 cfs; 6/30, 93 cfs; 7/7, 84 cfs; 7/17, 46 cfs; 8/1, 22 cfs; 8/18, 15 cfs.
1987: 5/4, 59.91 cfs; 5/11, 101 cfs; 5/18, 103 cfs; 6/1, 84 cfs; 6/8, 84 cfs; 6/15,
66 cfs; 6/22, 64.40 cfs; 6/29, 49 cfs; 7/9, 31 cfs; 7/13, 58.45 cfs; 7/18, 33.27 cfs;
7/23, 33.27 cfs; 7/27, 29.79 cfs; 7/30, 7.24 cfs; 7/31, 21.24 cfs; 8/3, 20.25 cfs; 8/7,
14.26 cfs; 8/19, 12.99 cfs; 8/28, 18.3 cfs; 9/3, 7.24 cfs; 10/9, 17.39 cfs.
1988: 5/16, 60 cfs; 5/23, 72.14 cfs; 5/30, 231 cfs; 6/6, 133 cfs; 6/13, 119 cfs; 6/27,
60 cfs; 7/4, 60 cfs; 7/10, 75 cfs; 7/18, 46 cfs; 7/21, 38.12 cfs; 7/25, 35.66 cfs;
7/31, 12.17 cfs; 8/9, 10.97 cfs; 8/22, 20.75 cfs.
1989: 5/1, 171.00 cfs; 5/9, 101.00 cfs; 5/15, 129.00 cfs; 5/23, 124.18 cfs; 5/30, 171.00 cfs; 6/5, 181.00
cfs; 6/12, 101.00 cfs; 6/19, 83.52 cfs; 6/26, 61.39 cfs; 6/29, 83.52 cfs; 7/2, 69.00 cfs; 7/4, 36.80 cfs;
7/6, 33.27 cfs; 7/7, 23.28 cfs; 7/8, 33.27 cfs; 7/12, 34.46 cfs; 7/17, 22.25 cfs; 7/18, 23.28 cfs; 7/24,
22.25 cfs; 8/14, 23.28 cfs.
1990: 5/1, 52.71 cfs; 5/7, 59.91 cfs; 5/14, 78.57 cfs; 5/21, 100.84 cfs; 5/29, 125.14 cfs; 6/4, 87.74 cfs;
6/11, 131.00 cfs; 6/18, 72.14 cfs; 6/25, 67.45 cfs; 7/1, 97.28 cfs; 7/9, 139.02 cfs; 7/16, 45.86 cfs;
7/23, 49.93 cfs; 7/30, 27.55 cfs; 8/6, 17.39 cfs; 8/13, 11.37 cfs; 8/19, 9.83 cfs; 8/27, 19.28 cfs.
1991: 5/6, 22.25 cfs; 5/13, 54.12 cfs; 5/20, 139 cfs; 5/28, 159.8 cfs; 6/3, 129.09 cfs; 6/10, 119.36 cfs;
6/19, 100.84 cfs; 6/24, 48.56 cfs; 7/1, 49.93 cfs; 7/8, 56.99 cfs; 7/15, 56.99 cfs; 7/24, 43.22 cfs; 7/29,
33.27 cfs; 8/6, 38.12 cfs; 8/12, 23.28 cfs.
1992: 5/4, 34 cfs; 5/11, 135 cfs; 5/17, 112 cfs; 5/24, 103 cfs; 6/1, 54 cfs; 6/7, 85 cfs; 6/15, 67 cfs; 6/19,
67 cfs; 6/21, 52 cfs.
1993: 4/8, 0 cfs; 4/21, 0 cfs; 5/13, 7.3 cfs; 5/21, 24 cfs; 5/22, 24 cfs; 6/3, 92 cfs; 6/10, 77 cfs; 6/20, 74
cfs; 6/23, 72 cfs; 6/30, 81 cfs; 7/7, 71 cfs; 7/15, 39 cfs; 7/19, 67 cfs; 7/29, 45 cfs; 8/5, 60 cfs; 8/12,
42 cfs; 8/19, 31 cfs; 8/26, 38 cfs; 8/30, 41 cfs; 9/8, 39 cfs.
1994: 10/20/93, 11 cfs; 4/21, 12 cfs; 4/28, 3.0 cfs; 5/18, 92 cfs; 5/24, 96 cfs; 6/3, 96 cfs; 6/7, 75 cfs;
6/14, 75 cfs; 6/29, 33 cfs; 7/3, 32 cfs; 7/8, 32 cfs; 7/12, 32 cfs; 7/20, 11 cfs; 8/4, 12 cfs; 8/10, 13 cfs;
8/16, 11 cfs; 8/17, 11 cfs; 8/23, 13 cfs; 9/7, 11 cfs; 9/15, 21 cfs.
1995-1998: data logger recorder installed -- see attached tables for data.
Supply: 1983, above average; 1984, above average (some flooding); 1985, below average; 1986,
average; 1989, below average; 1993, slightly above average; 1994, slightly above average; 1995, above
average; 1996, above average; 1997, above average; 1998, above average.
Source: State Engineer's Office, Annual Hydrographers' Reports
| 1995 |
May | June |
July | Aug. | Sept. |
1 |
| 26 |
92 | 63 | 26 |
2 |
| 26 |
89 | 58 | 23 |
3 |
| 25 |
84 | 55 | 22 |
4 |
| 24 |
73 | 52 | 20 |
5 |
| 25 |
65 | 50 | 18 |
6 |
| 25 |
63 | 46 | 17 |
7 |
| 32 |
63 | 41 | 17 |
8 |
| 38 |
75 | 51 | 16 |
9 |
| 38 |
72 | 62 | 33 |
10 |
| 36 |
82 | 62 | 39 |
11 |
| 34 |
92 | 62 | 56 |
12 |
| 43 |
90 | 62 | 55 |
13 |
| 55 |
90 | 61 | 54 |
14 |
| 58 |
94 | 60 | 53 |
15 |
| 61 |
81 | 61 | 53 |
16 |
| 85 |
75 | 62 | 52 |
17 |
| 89 |
71 | 62 | 50 |
18 |
| 86 |
67 | 56 | 35 |
19 |
| 80 |
66 | 49 | 30 |
20 |
| 84 |
71 | 41 | 30 |
21 | 0 | 101 |
64 | 40 | 30 |
22 | 22 | 106 |
60 | 39 | 30 |
23 | 22 | 108 |
52 | 38 | 29 |
24 | 22 | 105 |
45 | 36 | 27 |
25 | 33 | 102 |
38 | 35 | 25 |
26 | 33 | 100 |
47 | 35 | 26 |
27 | 33 | 100 |
66 | 34 | 46 |
28 | 33 | 100 |
75 | 33 | 36 |
29 | 22 | 98 |
71 | 32 | 25 |
30 | 22 | 96 |
67 | 31 | 26 |
31 | 22 |
|
66 | 28 |
|
CFS days | 264.00 |
1,968.00 | 2,206.00 |
1,497.00 | 999.00 |
Average (cfs) | 24.00 |
66.20 | 71.16 | 48.29 |
33.30 |
| 1996 |
May | June |
July | Aug. | Sept. |
1 | 13 | 75 |
56 | 60 | 27 |
2 | 13 | 74 |
88 | 58 | 26 |
3 | 13 | 74 |
84 | 58 | 25 |
4 | 14 | 77 |
81 | 59 | 24 |
5 | 13 | 87 |
79 | 60 | 23 |
6 | 14 | 89 |
79 | 58 | 28 |
7 | 43 | 89 |
69 | 56 | 36 |
8 | 71 | 103 |
59 | 53 | 40 |
9 | 72 | 102 |
51 | 51 | 36 |
10 | 70 | 104 |
50 | 46 | 31 |
11 | 67 | 102 |
66 | 43 | 30 |
12 | 66 | 99 |
82 | 41 | 29 |
13 | 58 | 97 |
80 | 38 | 41 |
14 | 70 | 96 |
79 | 34 | 53 |
15 | 81 | 92 |
79 | 33 | 51 |
16 | 85 | 89 |
79 | 32 | 49 |
17 | 89 | 88 |
79 | 29 | 48 |
18 | 89 | 86 |
76 | 27 | 53 |
19 | 85 | 85 |
68 | 25 | 56 |
20 | 80 | 86 |
67 | 24 | 56 |
21 | 78 | 89 |
66 | 22 | 56 |
22 | 79 | 93 |
64 | 18 | 56 |
23 | 95 | 85 |
63 | 14 | 56 |
24 | 95 | 78 |
62 | 12 | 56 |
25 | 94 | 77 |
61 | 16 | 56 |
26 | 94 | 75 |
61 | 20 | 56 |
27 | 89 | 75 |
61 | 24 | 57 |
28 | 86 | 68 |
61 | 27 | 56 |
29 | 85 | 61 |
60 | 34 | 56 |
30 | 84 | 51 |
62 | 32 | 56 |
31 | 79 |
|
63 | 30 |
|
CFS days | 2,064.00 |
2,546.00 | 2,135.00 |
1,134.00 | 1,323.00 |
Average (cfs) | 66.58 |
84.87 | 68.87 | 36.58 |
44.10 |
| 1997 |
May | June |
July | Aug. | Sept. |
1 | 6.1 | 91 |
64 | 55 | 26 |
2 | 5.7 | 92 |
56 | 52 | 27 |
3 | 4.9 | 89 |
49 | 48 | 25 |
4 | 4.6 | 84 |
44 | 44 | 23 |
5 | 11 | 82 |
40 | 51 | 28 |
6 | 56 | 83 |
45 | 64 | 22 |
7 | 20 | 88 |
58 | 58 | 22 |
8 | 18 | 96 |
51 | 50 | 21 |
9 | 17 | 96 |
46 | 45 | 20 |
10 | 15 | 94 |
41 | 46 | 19 |
11 | 27 | 92 |
35 | 54 | 18 |
12 | 38 | 87 |
33 | 55 | 22 |
13 | 35 | 84 |
36 | 53 | 26 |
14 | 39 | 85 |
31 | 49 | 22 |
15 | 47 | 71 |
24 | 47 | 21 |
16 | 52 | 84 |
41 | 41 | 22 |
17 | 67 | 83 |
69 | 38 | 26 |
18 | 65 | 82 |
64 | 37 | 24 |
19 | 69 | 83 |
64 | 37 | 51 |
20 | 84 | 80 |
67 | 36 | 43 |
21 | 97 | 80 |
64 | 33 | 31 |
22 | 102 | 79 |
60 | 32 | 30 |
23 | 100 | 78 |
58 | 29 | 28 |
24 | 100 | 75 |
60 | 25 | 26 |
25 | 102 | 74 |
61 | 25 | 24 |
26 | 97 | 72 |
58 | 27 | 23 |
27 | 90 | 70 |
54 | 29 | 26 |
28 | 88 | 67 |
53 | 32 | 24 |
29 | 90 | 70 |
55 | 33 | 23 |
30 | 96 | 68 |
58 | 28 | 22 |
31 | 91 |
|
55 | 26 |
|
CFS days | 1,734.30 |
2,459.00 | 1,594.00 |
1,279.00 | 765.00 |
Average (cfs) | 55.95 |
81.97 | 51.42 | 41.26 |
25.50 |
| 1998 |
May | June |
July | Aug. | Sept. |
1 | 15 | 116 |
96 | 7.7 | 56 |
2 | 16 | 115 |
98 | 6.4 | 56 |
3 | 17 | 115 |
95 | 6.1 | 56 |
4 | 17 | 114 |
90 | 12 | 54 |
5 | 16 | 116 |
86 | 51 | 53 |
6 | 16 | 108 |
79 | 48 | 49 |
7 | 16 | 103 |
72 | 43 | 47 |
8 | 16 | 100 |
64 | 39 | 49 |
9 | 15 | 103 |
58 | 37 | 51 |
10 | 19 | 102 |
51 | 38 | 49 |
11 | 37 | 93 |
56 | 35 | 49 |
12 | 38 | 89 |
48 | 33 | 54 |
13 | 37 | 89 |
39 | 31 | 64 |
14 | 37 | 104 |
32 | 29 | 66 |
15 | 37 | 104 |
33 | 28 | 60 |
16 | 36 | 97 |
67 | 25 | 55 |
17 | 37 | 101 |
63 | 24 | 51 |
18 | 57 | 95 |
60 | 23 | 49 |
19 | 58 | 91 |
59 | 22 | 46 |
20 | 59 | 85 |
54 | 20 | 38 |
21 | 78 | 83 |
50 | 18 | 35 |
22 | 89 | 82 |
47 | 18 | 58 |
23 | 84 | 81 |
46 | 19 | 61 |
24 | 84 | 80 |
60 | 18 | 67 |
25 | 88 | 79 |
64 | 65 | 69 |
26 | 91 | 95 |
76 | 63 | 67 |
27 | 96 | 99 |
78 | 65 | 64 |
28 | 97 | 96 |
61 | 65 | 61 |
29 | 112 | 94 |
62 | 62 | 61 |
30 | 117 | 92 |
50 | 60 | 61 |
31 | 117 |
|
9.1 | 57 |
|
CFS days | 1,649.00 |
2,921 | 1,903.10 |
1,068.20 | 1,656.00 |
Average (cfs) | 53.19 |
97.37 | 61.39 | 34.46 |
55.20 |
Gibson and Blair Ditch, Little Snake River
Diversion Description: Diversion consists of three 36"-wide gates mounted on a concrete structure. A
boulder diversion dam exists.1
-
Diversion Location:
- Source: Little Snake River, Trib. Yampa River, Trib. Green River
- Section, Township, Range: 7, 12, 091
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 |
03-13-1897 | 1538 |
Irrigation | 664.00 |
9.47 | 9.47 | 334.20 Acres
(4.77 cfs) of Total in Colorado |
09-21-1898 | 368E |
Irrigation, Stock | 1,371.30 |
19.57 | 29.04 | 769.30 Acres
(11.37 cfs) of Total in Colorado |
01-31-1900 | 2450 |
Irrigation | 80.00 |
1.14 | 30.18 | POD/MOC change from a
portion of Woodbury Ditch. |
02-13-1907 | 1662E |
Irrigation | 13.00 |
0.18 | 30.36 |
|
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 the Little Snake River at Baggs.2
Other Operational Information: Information not available at time of report.
- Sources:
- 1) Western Water Consultants, Inc., Little Snake River Basin Planing
Study, Level I Feasibility Study, Draft Phase I Report, Task B&C (Diversions
and Canals), August, 1991
- 2) Stone & Webster Engineering Corporation and Western Water Consultants, Inc.,
Streamflow Depletion Study - Sandstone Reservoir, February, 1987.
|
Gibson and Blair Ditch, Little Snake 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 |
|
|
|
| 44.19 | 2,717.14 |
15.05 | 925.39 | 6.75 |
401.65 |
1984 |
|
|
|
| 46.44 | 2,855.48 |
15.76 | 969.04 |
|
|
1985 | 0.63 | 38.74 |
14.08 | 837.82 | 43.12 |
2,651.35 |
|
|
|
|
1986 |
|
|
|
|
|
|
|
|
|
|
1987 | 47.02 | 2,890.99 |
|
|
|
|
|
|
|
|
1988 |
|
|
|
|
|
|
|
|
|
|
1989 | 71.78 | 4,413.76 |
|
|
|
|
|
|
|
|
1990 |
|
|
|
|
|
|
|
|
|
|
1991 |
|
|
|
|
|
|
|
|
|
|
1992 |
|
|
|
|
|
|
|
|
|
|
1993 |
|
|
|
|
|
|
|
|
|
|
1994 |
|
|
|
|
|
|
|
|
|
|
1995 |
|
|
|
|
|
|
|
|
|
|
1996 |
|
|
|
|
|
|
|
|
|
|
1997 |
|
|
|
|
|
|
|
|
|
|
1998 |
|
|
|
|
|
|
|
|
|
|
|
Averages: | 39.81 | 2,447.83 |
14.08 | 837.82 | 44.58 |
2,741.32 | 15.41 | 947.22 |
6.75 | 401.65 |
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:
1983: 5/16, 0 cfs; 6/6, covered up (full); 6/23, 50.38 cfs; 7/1, 64.42 cfs; 7/11, 61 cfs; 7/14, 50.83 cfs;
7/18, 42.18 cfs; 7/22, 33.34 cfs; 7/25, 28.86 cfs; 7/29, 20 cfs; 8/1, 11.36 cfs; 8/5, 26.71 cfs; 8/8, 20
cfs; 8/15, 14.04 cfs; 8/19, 18.75 cfs; 8/22, 12.67 cfs; 8/29, 6.66 cfs; 9/5, 7.97 cfs; 9/12, 7.97 cfs;
9/16, 7.3 cfs; 9/19, 6.24 cfs; 9/26, 6.24 cfs; 9/30, 4.67 cfs
1984: 6/3, 60.08 cfs; 6/9, 69.92 cfs; 6/18, 6/23, 6/27, 6/30, submerged; 7/13, 55.89 cfs; 7/16, 46.42 cfs;
7/19, 42.17 cfs; 7/22, 42.17 cfs; 7/25, 26.71 cfs; 7/28, 23.27 cfs; 8/1, 23.27 cfs; 8/5, 23.27 cfs; 8/8,
20 cfs; 8/13, 16.92 cfs; 8/13, 14.04 cfs; 8/20, 20 cfs; 8/27, 14.04 cfs.
1985: 5/1, 0 cfs; 5/24, 0 cfs; 7/1, 23.26 cfs; 7/15, 75 cfs; 7/27, 33.14 cfs.
1986: 5/21, 85.61 cfs; 6/9, 85.61 cfs; 6/18, 60.08 cfs.
1987: 5/11, 60.1 cfs; 5/18, 95 cfs; 6/1, 35.67 cfs.
1988: 5/23, 93.1 cfs; 5/30, 114 cfs; 6/6, 117 cfs; 6/13, 108 cfs.
1989: 5/9, 148.38 cfs; 5/15, 110.53 cfs; 5/23, 96.74 cfs; 5/30, 80.25 cfs.
1993: 5/13, 5/22, off; 6/3, 6/10, on; 8/5, 8/12, off; 8/26, 2.8 cfs; 8/30, 2.1 cfs.
1994: 5/24, 6/3, 6/7, on; 7/20, 5-4; 8/4, 8/10, 8/16, 8/17, <0.50 cfs; 8/23, 9/7, <1.0 cfs.
1995: 4/13, off; 6/27, ? (flume completely under water); 7/27, 51 cfs; 8/10, 15 cfs; 9/1, 9.4 cfs; 9/7, 3.6
cfs. Comment: There is a large lateral before the flume.
1996: 4/18, 4/26, off; 5/22, 6/5, 6/17, ? (flume completely underwater); 7/29, 20 cfs (est) (flume 100%
submerged); 8/21, 1.3 cfs.
1998: 5/13, on; 6/3, ? (flume completely underwater); 6/24, 7/13, 8/4, 9/9, 9/10, on.
Supply: 1983, above average; 1984, above average (some flooding); 1985, below average; 1986,
average; 1989, below average; 1993, slightly above average; 1994, slightly above average; 1995,
above average; 1996, above average; 1997, above average; 1998, above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Mesa Irrigating Canal, Savery Creek
Diversion Description: Information not available at time of report.
-
Diversion Location:
- Source: Savery Creek, Trib. Little Snake River, Trib. Yampa River, Trib. Green River
- Section, Township, Range: 2, 13, 089
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 |
Spring 1886 | Terr. |
Domestic, Irrigation | 1,400.00 |
20.00 | 20.00 |
|
11-11-1910 | 2389E |
Irrigation | 280.00 |
4.00 | 24.00 |
|
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 Little Snake River above Dutch Joe Creek.
Other Operational Information: Information not available at time of report.
Mesa Irrigating Canal, Savery Creek, Diversion Data
No Diversion Data Available.
West Side Canal, Little Snake River
Diversion Description: Diversion consists of two 4' by 5' steel sliding gates
mounted on a concrete wall. A sheet-pile and plank diversion dam across the river
channel exists.1 |
|
-
Diversion Location:
- Source: Little Snake River, Trib. Yampa River, Trib. Green River
- Section, Township, Range: 9, 12, 90
|
| Conveyance Description: Open Channel Canal, approximately 15 miles
in length.1 Small portions of the canal, totally approximately 1 mile,
are concrete lined.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres |
Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-15-1880 | Terr. |
Domestic, Irrigation | 425.00 |
6.07 | 6.07 | POD/MOC change from
Mathews, Baker, & Easom Ditch (Savery Creek) |
Spring 1884 | Terr. |
Domestic, Irrigation, Stock | 55.00 |
0.85 | 6.92 | POD/MOC change
from McCarey, Gooley, & Wilson Ditch (Savery Creek) |
Fall 1884 | Terr. |
Irrigation, Stock | 280.00 |
4.10 | 11.02 | POD/MOC change
from Caruthers Ditch |
03-18-1885 | Terr. |
Irrigation, Stock | 140.00 |
2.10 | 13.12 | POD/MOC change
from Highline Ditch |
Season 1886 | Terr. |
Irrigation | 30.00 |
0.43 | 13.55 | POD/MOC change
from Mathews, Baker, & Easom Ditch (Savery Creek) |
06-01-1888 | Terr. |
Irrigation | 70.00 |
1.00 | 14.55 | POD/MOC change
from Kelley Ditch (Savery Creek) |
09-00-1888 | Terr. |
Domestic, Irrigation, Stock | 480.00 |
6.85 | 21.40 | Permitted Name:
Highland Ditch; later re-named. |
10-11-1894 | 90E |
Irrigation | 144.00 |
2.06 | 23.46 | POD/MOC change
from Caruthers Ditch. |
12-09-1895 | 1111 |
Domestic, Irrigation | 1481.00 |
21.08 | 44.54 | 278 acres actually
in Colorado. |
02-09-1901 | 620E |
Irrigation | 20.00 |
0.28 | 44.82 | POD/MOC change
from Franklin Irrigating Ditch (to Hunt Extension, a lateral of
West Side Canal) |
10-02-1908 | 1954E |
Irrigation | 102.00 |
1.45 | 46.27 |
|
11-10-1910 | 10270 |
Irrigation | 113.00 |
1.61 | 47.88 | POD/MOC change
from Kilgore Ditch (Savery Creek) |
06-30-1911 | 2822E |
Irrigation | 70.00 |
1.00 | 48.88 | POD/MOC change
from Easam Ditch (Savery Creek) |
07-26-1921 | 4242E |
Irrigation | 103.00 |
1.47 | 50.35 | POD/MOC change
from a portion of Mathews & Baker-Easam Ditch (Savery Creek). |
09-10-1928 | 4606E |
Domestic, Irrigation, Stock | 155.00 |
2.20 | 52.55 | 20 acres
Supplementary Supply |
11-07-1928 | 4602E |
Domestic, Irrigation, Stock | 1375.19 |
19.61 | 72.16 | 1345.19 acres
actually in Colorado. |
03-30-1936 | 5038E |
Irrigation | 35.00 |
0.50 | 72.66 | POD/MOC change
from McCarey, Gooley, & Wilson Ditch (Savery Creek) |
04-20-1954 | 5723E |
Irrigation, Stock | 45.00 |
0.64 | 73.30 |
|
11-28-1958 | 5965E |
Irrigation | 150.11 |
2.15 | 75.45 | Lands in Colorado |
04-24-1962 | 6056E |
Irrigation, Stock | 16.00 |
0.23 | 75.68 |
|
10-23-1966 | 6331E |
Irrigation, Stock | 18.10 |
0.26 | 75.94 |
|
06-23-1975 | 6577E |
Irrigation | 88.03 |
1.26 | 77.20 | Lands in
Colorado. |
12-22-1975 | 6578E |
Irrigation | 20.00 |
0.29 | 77.49 |
|
08-05-1977 | 6630E |
Irrigation | 70.00 |
1.00 | 78.49 |
|
04-14-1995 | 7166E |
Irrigation, Stock |
|
0.05 | 78.54 | Actual amount
of appropriation for stock purposes is 0.056 cfs. 58.20 acres
of supplementary supply. |
Storage Rights: None.
Estimated Canal Losses: Significant seepage exists through canal walls. Surface springs that are
normally dry flow when canal is flowing.1
Irrigation Practices: Approximately 100 acres are irrigated through 2 sprinkler system lines;
remainder of lands are flood irrigated.1
Crop Types / Consumptive Use: Water is used to irrigate native grass hay, and approximately 100
acres of alfalfa. Occasionally, some acres are irrigated barley used to regenerate soil.1
Return Flows: Little Snake River between Willow Creek and Muddy Creek.2
Other Operational Information: The West Side Canal is typically utilized for stock and irrigation
uses from the first week of May until mid-October, with stock uses being utilized until the end of
November.
- Sources:
- 1) Frank Charles, West Side Canal Company, Interview, May 6, 2000.
- 2) Stone & Webster Engineering Corporation and Western Water Consultants, Inc.,
Streamflow Depletion Study - Sandstone Reservoir, February, 1987.
|
West Side Canal, Little Snake 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* | 41.13 | 2,528.99 |
134.09 | 7,978.91 | 107.86 |
6,632.05 | 42.26 | 2,598.47 |
28.32 | 1,685.16 |
1984 |
|
|
Submerged-Unable to Calculate |
44.59 | 2,741.73 |
|
|
1985 | 46.53 | 2,861.02 |
220.51 | 13,121.26 | 132.58 |
8,152.03 | 31.29 | 1,923.95 |
18.04 | 1,073.45 |
1986 | 72.24 | 4,441.86 |
211.17 | 12,565.49 | 136.48 |
8,391.83 | 23.31 | 1,433.28 |
|
|
1987 | 186.52 | 11,468.67 |
158.87 | 9,453.42 | 36.82 |
2,263.97 | 23.73 | 1,459.10 |
24.88 | 1,480.46 |
1988 | 98.01 | 6,026.40 |
204.27 | 12,154.91 | 51.60 |
3,172.76 | 11.90 | 731.70 |
|
|
1989 | 156.39 | 9,616.05 |
162.36 | 9,661.09 | 47.76 |
2,936.65 | 20.30 | 1,248.20 |
|
|
1990 | 169.07 | 10,395.71 |
166.36 | 9,899.11 | 86.44 |
3,771.93 |
|
|
|
|
1991 | 101.27 | 6,226.85 |
156.28 | 9,299.31 | 67.62 |
4157.79 |
|
|
|
|
1992 | 117.38 | 7,217.41 |
81.87 | 4,871.60 |
|
|
|
|
|
|
1993 | 23.75 | 1,460.33 |
78.47 | 4,669.29 | 58.33 |
3,586.57 | 42.46 | 2,610.76 |
9.28 | 552.20 |
1994 | 125.71 | 7,729.61 |
123.96 | 7,376.13 | 26.87 |
1,652.17 | 11.69 | 718.79 |
5.33 | 317.16 |
1995 | 19.45 | 424.46 |
129.10 | 7,681.98 | 120.06 |
7,382.48 | 68.58 | 4,216.86 |
39.63 | 2,358.35 |
1996 | 83.62 | 5,141.36 |
153.97 | 9,161.65 | 78.26 |
4,811.90 | 31.23 | 1,920.00 |
24.10 | 1,434.05 |
1997 | 89.99 | 4,819.24 |
137.50 | 8,181.82 | 102.84 |
6,323.31 | 54.00 | 3,320.33 |
38.93 | 2,316.69 |
1998 | 88.83 | 5,462.02 |
140.70 | 8,372.23 | 100.39 |
6,172.56 | 39.00 | 2,398.02 |
37.07 | 2,205.62 |
|
Averages: | 94.66 | 5,721.33 |
150.63 | 8,963.21 | 82.42 |
4,957.71 | 34.18 | 2,101.63 |
25.06 | 1,491.46 |
* Kilgore Ditch and Carruthers Ditch included in total
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:
1983: 5/16, 0 cfs; 6/1, 169.99 cfs; 6/6, 131.6 cfs; 6/10, 108.1 cfs; 6/13, 117.45 cfs; 6/17, 117.45 cfs;
6/21, 139.02 cfs; 6/23, 143.0 cfs; 6/27, 129.05 cfs; 7/1, 134.7 cfs; 7/11, 100.87 cfs; 7/14, 119.3 cfs;
7/18, 139.02 cfs; 7/22, 83.52 cfs; 7/25, 75.33 cfs; 7/29, 41.9 cfs; 8/1, 39.4 cfs; 8/5, 59.91 cfs; 8/8,
59.91 cfs; 8/15, 59.18 cfs; 8/19, 27.55 cfs; 8/22, 22.25 cfs; 9/12, 42.87 cfs; 9/26, 12.99 cfs; 9/30,
12.99 cfs.
1984: 6/3, 192.92 cfs; 6/9, 181.61 cfs; 6/18, 160 cfs; 6/23, submerged; 6/27, 228.34 cfs; 6/30,
submerged; 7/13, 100.84 cfs; 7/16, 92.03 cfs; 7/19, submerged; 7/22, submerged; 7/25, submerged;
7/28, 92.03 cfs; 8/1, 109.95 cfs; 8/5, 71.35 cfs; 8/8, 56.27 cfs; 8/13, 49.24 cfs; 8/20, 39.37 cfs; 8/21,
33.27 cfs; 8/27, 39.37 cfs.
1985: 5/1, 0 cfs; 5/24, 39.37 cfs; 5/30, 170 cfs; 6/11, 300 cfs (est); 6/18, 182 cfs; 7/1, 198 cfs; 7/8, 162
cfs; 7/15, 164 cfs; 7/17, 139 cfs; 7/30, 67 cfs; 8/16, 52 cfs; 8/26, 40 cfs; 9/5, 46 cfs; 9/16, 35.66 cfs.
1986: 5/21, 216 cfs; 5/24, 145 cfs; 5/27, 228 cfs; 5/30, 228 cfs; 6/4, 228 cfs; 6/12, 228 cfs; 6/18, 204
cfs; 6/24, 216 cfs; 6/30, 155 cfs; 7/7, 199 cfs; 7/17, 75 cfs; 8/1, 53 cfs; 8/18, 32.
1987: 5/4, 45.86 cfs; 5/5, 228 cfs; 5/18, 228 cfs; 6/1, 155 cfs; 6/8, 205 cfs; 6/15, 171 cfs; 6/18, 186 cfs;
6/19, 181.6 cfs; 6/22, 158 cfs; 6/29, 75 cfs; 7/6, 61 cfs; 7/9, 22 cfs; 7/13, 39 cfs; 7/18, 33.27 cfs;
7/23, 22 cfs; 7/27, 13.83 cfs; 7/30, 45.86 cfs; 8/3, 32 cfs; 8/7, 15cfs; 8/12, 11 cfs; 8/19, 17.39 cfs;
8/28, 40.64 cfs; 9/3, 27.55 cfs; 10/9, 19.8 cfs.
1988: 5/16, 170 cfs; 5/23, 228 cfs; 5/30, 150 cfs; 6/6, 228 cfs; 6/13, 216 cfs; 6/27, 193 cfs; 7/4, 139 cfs;
7/10, 50 cfs; 7/11, 57 cfs; 7/18, 26 cfs; 7/21, 14.69 cfs; 7/25, 14.69 cfs; 7/31, 18.33 cfs; 8/9, 12.99
cfs; 8/22, 24.85 cfs.
1989: 5/9, 216.29 cfs; 5/15, 228 cfs; 5/23, 204 cfs; 5/30, 193 cfs; 6/5, 228 cfs; 6/12, 204 cfs; 6/19, 123
cfs; 6/26, 143 cfs; 6/29, 60 cfs; 7/2, 50.04 cfs; 7/5, 55.20 cfs; 7/6, 48.56 cfs; 7/7, 18.33 cfs; 7/8,
38.12 cfs; 7/12, 39.37 cfs; 7/17, 28.00 cfs; 7/18, 53 cfs; 7/24, 60 cfs; 8/14, 43.22 cfs.
1990: 5/1, 92.03 cfs; 5/7, 86.89 cfs; 5/14, 204.38 cfs; 5/21, 192.90 cfs; 5/29, 216.29 cfs; 6/4, 228 cfs;
6/11, 192.9 cfs; 6/18, 170.57 cfs; 6/25, 139.07 cfs; 6/30, 30.95 cfs; 7/1, 92.03 cfs; 7/9, 139.02 cfs;
7/16, 45.86 cfs; 7/23, 48.56 cfs.
1991: 5/6, 33.27 cfs; 5/13, 39.27 cfs; 5/28, 159.78 cfs; 6/3, 161.92 cfs; 6/10, 204 cfs; 6/17, 149.26 cfs;
6/24, 106.27 cfs; 7/1, 166.24 cfs; 7/8, 61.39 cfs; 7/15, 75.33 cfs; 7/24, 52.71 cfs; 7/29, 45.3 cfs.
1992: 5/4, 60 cfs; 5/11, 123 cfs; 5/17, 160 cfs; 5/24, 149 cfs; 6/1, 97 cfs; 6/7, 125 cfs; 6/15, 121 cfs;
6/19, 145 cfs; 6/21, 129 cfs.
1993: 4/8,0 cfs; 4/21, 0 cfs; 5/13, 7.3 cfs; 5/21, 24 cfs; 5/22, 24 cfs; 6/3, 92 cfs; 6/10, 77 cfs; 6/20, 74
cfs; 6/23, 72 cfs; 6/30, 81 cfs; 7/7, 71 cfs; 7/15, 39 cfs; 7/19, 67 cfs; 7/29, 45 cfs; 8/5, 60 cfs; 8/12,
42 cfs; 8/19, 31 cfs; 8/26, 38 cfs; 8/30, 41 cfs; 9/8, 39 cfs.
1994: 10/20, 14 cfs; 4/21, off; 4/28, 37 cfs; 5/18, 162 cfs; 5/24, 143 cfs; 6/3, 139 cfs; 6/7, 108 cfs; 6/14,
110 cfs; 6/29, 149 cfs; 7/3, 34 cfs; 7/8, 34 cfs; 7/12, 34 cfs; 7/20, 19 cfs; 8/4, 11 cfs; 8/10, 15 cfs
(est); 8/16, 12 cfs (est); 8/17, 12 cfs (est); 8/23, 10 cfs; 9/7, 10 cfs; 9/15, 15 cfs.
1995-1998: data logger recorder installed -- see attached tables for data.
Supply: 1983, above average; 1984, above average (some flooding); 1985, below average; 1986,
average; 1989, below average; 1993, slightly above average; 1994, slightly above average; 1995,
above average; 1996, above average; 1997, above average; 1998, above average.
Source: State Engineer's Office, Annual Hydrographers' Reports
| 1995 |
May | June |
July | Aug. | Sept. |
Oct. |
1 |
| 17 |
182 | 92 | 39 |
33 |
2 |
| 17 |
171 | 92 | 33 |
26 |
3 |
| 46 |
171 | 84 | 39 |
13 |
4 |
| 46 |
149 | 75 | 39 |
8 |
5 |
| 46 |
119 | 75 | 53 |
7.7 |
6 |
| 64 |
119 | 75 | 53 |
0 |
7 |
| 67 |
119 | 75 | 53 |
|
8 |
| 67 |
110 | 75 | 60 |
|
9 |
| 67 |
110 | 75 | 60 |
|
10 |
| 67 |
110 | 84 | 53 |
|
11 |
| 67 |
110 | 84 | 46 |
|
12 |
| 110 |
119 | 84 | 46 |
|
13 |
| 139 |
119 | 84 | 33 |
|
14 |
| 139 |
139 | 84 | 33 |
|
15 |
| 171 |
139 | 67 | 28 |
|
16 |
| 101 |
139 | 67 | 28 |
|
17 |
| 149 |
119 | 46 | 28 |
|
18 |
| 182 |
119 | 46 | 22 |
|
19 |
| 193 |
119 | 46 | 53 |
|
20 |
| 193 |
129 | 46 | 60 |
|
21 | 0 | 193 |
119 | 53 | 33 |
|
22 | 39 | 199 |
110 | 53 | 33 |
|
23 | 39 | 193 |
92 | 53 | 33 |
|
24 | 17 | 182 |
92 | 64 | 33 |
|
25 | 17 | 193 |
92 | 92 | 33 |
|
26 | 17 | 193 |
101 | 84 | 33 |
|
27 | 17 | 193 |
101 | 56 | 33 |
|
28 | 17 | 193 |
101 | 56 | 33 |
|
29 | 17 | 193 |
101 | 53 | 33 |
|
30 | 17 | 193 |
101 | 53 | 33 |
|
31 | 17 |
|
101 | 53 |
|
|
CFS days | 214.00 |
3,873.00 | 3,722.00 |
2,126.00 | 1,189.00 |
87.70 |
Average (cfs) | 19.45 |
129.10 | 120.06 | 68.58 |
39.63 | 14.62 |
| 1996 |
May | June |
July | Aug. | Sept. |
Oct. |
1 | 4.9 | 157 |
105 | 61 | 17 |
32 |
2 | 9.1 | 154 |
102 | 45 | 17 |
32 |
3 | 2.1 | 156 |
101 | 42 | 16 |
33 |
4 | 0 | 134 |
101 | 66 | 16 |
34 |
5 | 0 | 143 |
101 | 86 | 16 |
35 |
6 | 4 | 157 |
99 | 62 | 17 |
32 |
7 | 5.1 | 160 |
95 | 44 | 16 |
33 |
8 | 3.2 | 165 |
93 | 38 | 15 |
32 |
9 | 8.7 | 175 |
90 | 32 | 16 |
31 |
10 | 15 | 174 |
89 | 28 | 19 |
33 |
11 | 21 | 174 |
89 | 26 | 17 |
32 |
12 | 24 | 166 |
87 | 26 | 17 |
32 |
13 | 39 | 157 |
83 | 27 | 18 |
32 |
14 | 69 | 156 |
79 | 25 | 23 |
32 |
15 | 96 | 150 |
77 | 25 | 21 |
32 |
16 | 108 | 149 |
73 | 25 | 19 |
33 |
17 | 113 | 148 |
80 | 25 | 18 |
34 |
18 | 115 | 146 |
96 | 25 | 21 |
34 |
19 | 120 | 149 |
90 | 27 | 31 |
32 |
20 | 119 | 158 |
80 | 28 | 35 |
36 |
21 | 117 | 166 |
68 | 30 | 37 |
28 |
22 | 130 | 175 |
58 | 23 | 39 |
15 |
23 | 172 | 167 |
46 | 19 | 38 |
0 |
24 | 172 | 162 |
45 | 18 | 33 |
|
25 | 163 | 158 |
44 | 18 | 30 |
|
26 | 172 | 156 |
48 | 12 | 32 |
|
27 | 166 | 152 |
52 | 16 | 33 |
|
28 | 156 | 141 |
42 | 17 | 32 |
|
29 | 154 | 107 |
47 | 18 | 32 |
|
30 | 157 | 107 |
79 | 17 | 32 |
|
31 | 157 |
|
87 | 17 |
|
|
CFS days | 2,592.10 |
4,619.00 | 2,426.00 |
968.00 | 723.00 |
699.00 |
Average (cfs) | 83.62 |
153.97 | 78.26 | 31.23 |
24.10 | 30.39 |
| 1997 |
May | June |
July | Aug. | Sept. |
Oct. |
1 |
| 132 |
135 | 66 | 43 |
27 |
2 |
| 137 |
143 | 67 | 42 |
9.1 |
3 |
| 120 |
154 | 67 | 45 |
9.1 |
4 |
| 119 |
152 | 60 | 45 |
9.1 |
5 | 0 | 121 |
139 | 53 | 45 |
9.1 |
6 | 9.5 | 133 |
131 | 53 | 45 |
9.1 |
7 | 5.4 | 145 |
130 | 53 | 45 |
9.1 |
8 | 20 | 164 |
124 | 53 | 45 |
17 |
9 | 6.1 | 163 |
121 | 53 | 45 |
17 |
10 | 5.7 | 159 |
116 | 53 | 43 |
16 |
11 | 17 | 147 |
112 | 59 | 43 |
16 |
12 | 49 | 145 |
112 | 61 | 44 |
17 |
13 | 53 | 145 |
112 | 61 | 45 |
16 |
14 | 53 | 142 |
111 | 61 | 43 |
14 |
15 | 56 | 142 |
96 | 60 | 41 |
13 |
16 | 75 | 140 |
84 | 58 | 40 |
13 |
17 | 84 | 138 |
84 | 58 | 40 |
12 |
18 | 101 | 140 |
83 | 58 | 41 |
12 |
19 | 119 | 146 |
83 | 51 | 47 |
12 |
20 | 139 | 140 |
83 | 55 | 43 |
12 |
21 | 139 | 137 |
82 | 49 | 32 |
11 |
22 | 160 | 136 |
81 | 49 | 32 |
11 |
23 | 171 | 130 |
81 | 49 | 31 |
11 |
24 | 177 | 126 |
82 | 47 | 30 |
12 |
25 | 173 | 120 |
82 | 45 | 29 |
8 |
26 | 154 | 119 |
80 | 45 | 29 |
0 |
27 | 148 | 122 |
79 | 48 | 30 |
|
28 | 141 | 135 |
78 | 47 | 29 |
|
29 | 141 | 144 |
79 | 46 | 28 |
|
30 | 127 | 138 |
80 | 45 | 28 |
|
31 | 106 |
|
79 | 44 |
|
|
CFS days | 2,429.70 |
4,125.00 | 3,188.00 |
1,674.00 | 1,168.00 |
321.60 |
Average (cfs) | 89.99 |
137.50 | 102.84 | 54.00 |
38.93 | 12.37 |
| 1998 |
May | June |
July | Aug. | Sept. |
Oct. |
1 | 0.77 | 182 |
150 | 37 | 28 |
38 |
2 | 28 | 182 |
169 | 37 | 28 |
46 |
3 | 28 | 193 |
165 | 37 | 28 |
46 |
4 | 28 | 182 |
160 | 36 | 28 |
43 |
5 | 28 | 182 |
145 | 36 | 22 |
41 |
6 | 33 | 182 |
106 | 30 | 22 |
39 |
7 | 33 | 145 |
104 | 29 | 22 |
38 |
8 | 33 | 145 |
107 | 29 | 33 |
37 |
9 | 33 | 145 |
105 | 29 | 33 |
36 |
10 | 33 | 149 |
104 | 30 | 33 |
36 |
11 | 33 | 139 |
105 | 30 | 30 |
35 |
12 | 33 | 149 |
104 | 30 | 33 |
26 |
13 | 46 | 149 |
101 | 29 | 46 |
25 |
14 | 46 | 139 |
90 | 30 | 49 |
23 |
15 | 46 | 139 |
89 | 67 | 49 |
22 |
16 | 46 | 139 |
88 | 55 | 49 |
21 |
17 | 46 | 119 |
87 | 55 | 49 |
20 |
18 | 60 | 101 |
86 | 54 | 48 |
19 |
19 | 84 | 101 |
87 | 33 | 47 |
18 |
20 | 101 | 92 |
86 | 28 | 41 |
16 |
21 | 149 | 92 |
85 | 40 | 42 |
13 |
22 | 160 | 92 |
84 | 47 | 40 |
11 |
23 | 171 | 101 |
86 | 71 | 39 |
9.5 |
24 | 171 | 110 |
87 | 67 | 39 |
8.4 |
25 | 171 | 118 |
88 | 39 | 39 |
7.3 |
26 | 182 | 137 |
96 | 39 | 39 |
0 |
27 | 187 | 133 |
81 | 33 | 39 |
|
28 | 187 | 150 |
80 | 33 | 39 |
|
29 | 193 | 166 |
82 | 33 | 39 |
|
30 | 182 | 168 |
67 | 33 | 39 |
|
31 | 182 |
|
38 | 33 |
|
|
CFS days | 2,753.77 |
4,221.00 | 3,112.00 |
1,209.00 | 1,112.00 |
674.20 |
Average (cfs) | 88.83 |
140.70 | 100.39 | 39.00 |
37.07 | 25.93 |
|