Wyoming State Water Plan
Wyoming State Water Plan
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
SUBJECT: | Green River Basin Plan Irrigation Diversion Operation and Description |
PREPARED BY: | Pat Tyrrell, Jennifer Russell, States West Water Resources |
Alford Ditch, LaBarge Creek
Diversion Description: Diversion consists of a single 4' x 4' slide gate mounted on a bridge structure. The narrowing of the creek created by the bridge assists in the diversion of water into the ditch.1
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 |
05-13-1886 | Terr. | Irrigation | 1,030.00 | 14.70 | 14.70 | |
04-28-1899 | 413E | Irrigation | 117.00 | 1.67 | 16.37 |
Storage Rights: None.
Estimated Canal Losses: Typical (10%).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 LaBarge Creek near Phillips and Reel Ditch.2
Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
|
Alford Ditch, LaBarge 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 | 12.55 | 771.67 | 15.85 | 943.14 | 2.71 | 166.63 | ||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | 6.59 | 405.20 | 30.70 | 1,826.78 | 14.03 | 862.67 | 2.57 | 158.02 | 0.01 | 0.60 |
1987 | 8.58 | 527.56 | 5.78 | 343.93 | ||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | 15.75 | 968.43 | 7.86 | 467.70 | 3.07 | 188.77 | ||||
1991 | 10.03 | 616.72 | 22.81 | 1,357.29 | 13.99 | 860.21 | 3.07 | 188.77 | 7.65 | 455.21 |
1992 | 14.21 | 873.74 | 9.32 | 554.58 | 5.84 | 359.09 | 2.64 | 162.33 | 0.17 | 10.12 |
1993 | 10.76 | 661.56 | 18.97 | 1,128.90 | 8.03 | 493.51 | 0.09 | 5.61 | 3.11 | 185.30 |
1994 | 11.11 | 660.81 | 3.73 | 229.27 | ||||||
1995 | 16.97 | 1,043.44 | 1.60 | 98.38 | ||||||
1996 | 1.47 | 90.39 | 29.39 | 1,748.83 | 24.88 | 1,529.81 | 0.00 | 0.00 | ||
1997 | 1.75 | 107.60 | 17.60 | 1,0427.27 | 16.06 | 987.49 | 2.24 | 137.73 | ||
1998 | 17.01 | 1,045.90 | ||||||||
Averages: | 9.08 | 558.10 | 16.94 | 1,007.92 | 11.48 | 706.07 | 1.74 | 107.26 | 2.74 | 162.81 |
Data:
1980: 5/14, 7 cfs; 5/30, 10 cfs; 6/13, 40 cfs.
1981: 4/17, 5 cfs; 5/11, 10 cfs; 6/12, 23 cfs; 7/21, 3 cfs; 8/10, off; 10/2, 5 cfs.
1986: 4/17, off; 5/6, 2 cfs (est); 5/19, 1 cfs (est); 6/2, 28.0 cfs; 6/18, 35 cfs (est); 7/14, 15 cfs (est); 7/31, 5 cfs (est); 9/3, off.
1987: 4/27, 10 cfs (est); 5/25, 8 cfs (est); 6/23, 5 cfs (est); 7/14, 4 cfs (est).
1989: 7/21, 8/21, off.
1990: (all est): 4/17, 12.0, 5/16, 18.0 cfs; 6/14, 7.5 cfs; 8/8, off.
1991: 5/6, 9.5 cfs (est); 5/21, 10.6 cfs; 6/10, 25 cfs (est); 7/9, 20.2 cfs; 8/5, off; 9/25, 12.5 cfs (est).
1992: 4/23, 12.0 cfs (est); 5/7, 16.0 cfs (est); 5/27, 12.8 cfs; 6/16, 9.0 cfs (est); 7/15, 6.0 cfs (est); 9/11, off.
1993: 5/11, 15.0 cfs (est); 5/25, 16.0 cfs (est); 6/21, 21.0 cfs (est); 7/12, 11.0 cfs (est); 7/30, 8/17, 8/26, off; 9/30, 5.5 cfs (est).
1994: 5/23, 12.0 cfs (est); 6/3, 12.0 cfs (est); 6/20, 11.5 cfs (est); 7/29, off; 8/30, off.
1995: 4/27, 5/12, 5/28, off; 6/26, 23 cfs; 7/7, 22 cfs; 7/25, 13.3 cfs; 8/11, 0.5 cfs (est); 9/12, off.
1996: 5/9, 5/16, 5/24, off; 6/7, 20 cfs (est); 6/12, 25 cfs (est); 6/28, 43.3 cfs; 7/10, 40 cfs (est); 7/30, 8/16, off.
1997: 4/17, off; 5/21, 0.5 cfs; 6/24, 24 cfs; 7/18, 15 cfs (est); 7/24, 15 cfs; 8/14, 1 cfs (est).
1998: 4/30, off; 6/12, 40 cfs (est); 7/10, 20 cfs (est); 7/24, 17 cfs (est); 7/31, off; 8/31, 0.5 cfs (est).
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Anderson and Howard Ditch, LaBarge Creek
Diversion Description: Diversion consists of two 5' wide slide gates.1
Conveyance Description: Open Channel Canal, approximately 15 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
05-01-1879 | Terr. | Irrigation | 100.00 | 1.32 | 1.32 | POD/MOC change from a portion of Miller, Baker, and Burdick Ditch |
06-01-1880 | Terr. | Irrigation | 250.00 | 3.56 | 4.88 | POD/MOC change from a portion of Miller No. 1 Ditch |
03-15-1894 | 669 | Irrigation | 927.35 | 13.23 | 18.11 | Supplementary Supply for 60.0 acres with Original supply from Muddy Creek |
10-04-1898 | 370E | Irrigation | 160.00 | 2.28 | 20.39 | |
10-04-1898 | 371E | Irrigation | 160.00 | 2.28 | 22.67 | |
09-21-1899 | 464E | Irrigation | 360.00 | 5.14 | 27.81 | |
09-04-1900 | 583E | Irrigation | 175.00 | 2.49 | 30.30 | |
04-01-1901 | 643E | Irrigation | 40.00 | 0.57 | 30.87 | POD/MOC change from a portion of Baker, Miller & Burdick Ditch |
09-02-1901 | 772E | Irrigation | 40.00 | 0.57 | 31.44 | POD/MOC change from a portion of Bushnell Ditch |
10-06-1952 | 5655E | Irrigation | 741.06 | 10.58 | 42.02 | |
04-22-1970 | 6369E | Irrigation | 210.00 | 3.00 | 45.02 |
Storage Rights: None.
Estimated Canal Losses: Greater than typical (up to 60%) losses are experienced in the first few miles of the ditch. Losses then gradually reduce to typical (10%)1
Irrigation Practices: Approximately 10 acres are irrigated by a sprinkler line; remaining lands are flood irrigated.1
Crop Types / Consumptive Use: Approximately 10 acres are alfalfa hay; remaining lands are native grass hay and pasture.1
Return Flows: Approximately 50% of return flows are delivered to Muddy Creek above Fontenelle Reservoir, and 50% are delivered to LaBarge Creek near Alford Ditch.2
Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
|
Anderson and Howard Ditch, LaBarge 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 | 4.84 | 297.60 | 7.51 | 446.88 | 7.91 | 486.37 | 8.00 | 491.90 | 8.00 | 476.03 |
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | 44.02 | 2,706.68 | 87.85 | 5,227.44 | 30.70 | 1,887.67 | ||||
1987 | 21.32 | 1,310.84 | 21.09 | 1,254.92 | ||||||
1988 | ||||||||||
1989 | 7.66 | 470.91 | ||||||||
1990 | 27.14 | 1,615.14 | 20.91 | 1,285.65 | ||||||
1991 | 10.44 | 641.93 | 44.46 | 2,645.55 | 38.80 | 2,385.72 | 14.14 | 869.43 | 3.39 | 201.72 |
1992 | 42.36 | 2,604.61 | 42.88 | 2,551.54 | 18.38 | 1,130.14 | 12.42 | 763.68 | 3.49 | 207.67 |
1993 | 8.03 | 493.75 | ||||||||
1994 | 46.37 | 2,851.01 | 34.94 | 2,079.31 | ||||||
1995 | 37.42 | 2,300.87 | 77.67 | 4,621.69 | 73.34 | 4,509.50 | 40.47 | 2,488.40 | 13.75 | 818.18 |
1996 | 37.56 | 2,309.47 | 113.90 | 6,777.52 | 77.62 | 4,772.67 | 48.15 | 2,960.63 | 10.91 | 649.19 |
1997 | 62.72 | 3,856.50 | ||||||||
1998 | ||||||||||
Averages: | 30.54 | 1,877.88 | 50.83 | 3,024.44 | 41.30 | 2,539.28 | 19.84 | 1,219.81 | 7.91 | 470.56 |
Data:
1981: 5/11, 7 cfs; 7/21, 8 cfs; 8/10, 8 cfs; 10/2, 8 cfs.
1986: 4/17, off; 5/6, off; 6/2, 109.0 cfs; 6/13, 95 cfs (est); 7/14, 36.9 cfs; 7/31, off.
1987: 4/27, 4 cfs (est); 5/25, 30 cfs (est); 6/23, 28 cfs (est).
1989: 7/21, 20.0 cfs (est); 8/21, 8.0 cfs (est).
1990: (all est): 5/16, 30.0 cfs; 6/14, 28.0 cfs; 8/8, 16.0.
1991: 5/21, 23.5 cfs (est); 6/10, 45.0 cfs (est); 7/9, 48.6 cfs; 8/5, 18.0 cfs (est); 9/25, off.
1992: 5/7, 56.0 cfs (est); 5/27, 50.4 cfs; 6/16, 46.0 cfs (est); 7/15, 15.5 cfs (est); 9/11, 10.0 cfs (est).
1993: 5/25, 35.0 cfs (est); 7/12, 36.0 cfs (est); 7/30, 35.0 cfs (est); 8/17, 8/26, off.
1994: 5/11, 41.7 cfs (arrive), 70.7 cfs (depart); 5/23, 70 cfs; 6/3, 60 cfs (est); 6/20, 49 cfs (est).
1995: 5/12, 50 cfs (est); 6/26, 86 cfs (est); 7/7, 86.1 cfs; 8/16, 35.5 cfs; 9/12, 38 cfs (est).
1996: 5/9, 26 cfs; 5/24, 54.1 cfs; 6/12, 131.8 cfs; 6/17, 124.6 cfs; 7/10, 84.5 cfs; 7/30, 61 cfs; 8/16, 46 cfs; 9/9, 39.9 cfs.
1997: 4/17, off; 6/24, 79.8 cfs; 7/24, 56.2 cfs; 8/14, 52.2 cfs.
1998: 4/30, off; 7/10, 70.2 cfs; 7/24, 45.6 cfs; 7/31, 46.5 cfs; 9/18, 29.6 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
LaBarge Number 2 Ditch, LaBarge Creek
Diversion Description: Diversion consists of a single 36" slide gate mounted on a piece of CMP.1
Wyoming Water Rights Summary:
Storage Rights: None.
Estimated Canal Losses: Typical (10%)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 LaBarge Creek at Green River.2
Other Operational Information: The canal is typically turned on the first of May
and off in mid-July.1
LaBarge Number 2 Ditch, LaBarge Creek, Diversion Data
Priority Date
(M-D-Y)Permit
NumberPermitted Use Acres
Flow
(cfs)Cumulative
Flow (cfs)Comments 07-06-1889 Terr.
Irrigation 119.00
1.70 1.70 POD/MOC change from a portion
of Phillips & Reel Ditch 08-01-1889 Terr.
Irrigation 292.00
4.17 5.87 05-01-1891 Terr.
Irrigation 480.00
6.85 12.72 07-01-1969 6341E
Irrigation 196.00
2.80 15.52
Blank cells are due to missing/insufficient 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 24.00 1,428.10 4.78
293.91 4.12 253.33
1987 27.85 1,712.43
16.40 975.87 1988 1989 3.84 236.10
1990 25.83 1,536.99 11.74
721.86 1991 9.22 548.63 8.34
512.81 1.50 92.23
3.67 218.38 1992 12.26 753.84
13.55 806.28 6.50
399.67 2.64 162.33
1993 2.58 158.64
1.60 95.21 1994 3.97
244.11 2.55 156.79
1995 35.19
2,163.75 26.11 1,605.44
1996 34.54 2,123.78
38.61 2,297.45 8.02
493.13 1997 12.82 788.27
28.90 1,719.67 29.27
1,799.74 14.52 892.80
1998 26.81 1,648.48
45.99 2,736.60 12.96
796.88 25.21 1,550.10
Averages: 22.86 1,405.36
25.31 1,506.20 13.42
825.10 9.23 567.53
2.64 156.79
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:
1986: 5/26, 42 cfs (est); 7/14, off; 7/31, 8 cfs (est); 9/3, 10 cfs (est).
1987: 4/27, 25 cfs (est); 5/25, 30 cfs (est); 6/23, 12 cfs (est); 7/14, off.
1989: 7/21, 9.0 cfs (est); 8/21, 4.5 cfs (est).
1990: 5/16, 25.0 cfs (est); 6/14, 28.7 cfs; 8/8, off.
1991: 5/21, 4.5 cfs (est); 6/10, 8.5 cfs (est); 7/9, 12.4 cfs; 8/5, off; 9/25, 6.0 cfs (est).
1992: 4/23, off; 5/7, 12.0 cfs (est); 6/16, 15.0 cfs (est); 7/15, 6.0 cfs (est); 9/11, off.
1993: 5/11, 6.0 cfs (est); 7/30, off; 8/17, 3.0 cfs (est); 8/26, 4.0 cfs (est); 9/30, off.
1994 (all est): 6/20, 6.0 cfs; 7/29, 3.0 cfs; 8/30, 2.5 cfs.
1995: 7/5, 45 cfs; 8/18, 30 cfs (est); 8/28, 20 cfs (est).
1996: 5/3, 30 cfs (est); 5/23, 40.6 cfs; 6/24, 40 cfs (est); 7/15, off; 8/12, 12 cfs (est).
1997 (all est): 4.17, 1.5 cfs; 4/30, 4 cfs; 6/27, 35 cfs; 7/31, 25 cfs; 8/19, 25 cfs.
1998: 4/28, 4.8 cfs; 6/5, 50 cfs (est); 6/24, 45.8 cfs; 7/21, off; 8/19, 30 cfs (est); 9/10, 35 cfs (est).
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Red Gap Ditch, LaBarge Creek
Diversion Description: Diversion consists of a single 24" slide gate mounted on a piece of CMP.1
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 |
05-31-1900 | 2629 | Irrigation | 345.00 | 4.92 | 4.92 | Permitted Name: Gap Ditch |
05-13-1920 | 15761 | Irrigation | 178.00 | 2.54 | 7.46 |
Storage Rights: None.
Estimated Canal Losses: Typical (10%)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 LaBarge Creek near Phillips and Reel Ditch.2
Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
|
Red Gap Ditch, LaBarge 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 | 10.85 | 667.14 | 24.55 | 1,460.83 | 4.91 | 301.90 | 0.00 | 0.00 | ||
1987 | 7.34 | 451.32 | 7.90 | 470.08 | ||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | 14.80 | 910.02 | 11.69 | 695.60 | 7.27 | 447.01 | ||||
1991 | 6.86 | 421.80 | 14.19 | 844.36 | 10.24 | 629.63 | ||||
1992 | 10.63 | 653.61 | 6.66 | 396.30 | 0.76 | 46.73 | ||||
1993 | 6.13 | 376.92 | 13.13 | 781.29 | 5.26 | 323.42 | 0.00 | 0.00 | 0.00 | 0.00 |
1994 | 6.58 | 391.54 | 1.95 | 119.90 | 0.00 | 0.00 | ||||
1995 | 4.16 | 255.79 | 22.29 | 1,326.35 | 21.55 | 1,325.06 | 2.19 | 134.66 | ||
1996 | 1.89 | 116.21 | 17.99 | 1,070.48 | 28.68 | 1,763.46 | 5.61 | 344.95 | ||
1997 | 1.85 | 113.75 | 19.14 | 1,138.91 | 22.38 | 1,376.09 | ||||
1998 | 13.43 | 825.78 | 32.28 | 1,920.79 | 32.63 | 2,006.34 | 16.39 | 1,007.78 | ||
Averages: | 7.79 | 479.23 | 16.04 | 954.23 | 13.56 | 833.96 | 4.03 | 247.90 | 0.00 | 0.00 |
Data:
1986: 4/17, 2 cfs (est); 5/6, 2 cfs (est); 5/19, 13.6 cfs; 6/2, 21.6 cfs; 6/18, 30 cfs
(est); 7/14, 3 cfs (est); 7/31, 9/3, off.
1987 (all est): 4/27, 6 cfs; 5/25, 8 cfs; 6/23, 8 cfs; 7/14, 6 cfs.
1989: 7/21, 8/21, off.
1990 (all est): 4/17, 11.0 cfs; 5/16, 16.0 cfs; 6/14, 12.0 cfs; 8/8, 4.0 cfs.
1991: 5/6, 6.0 cfs (est); 5/21, 8.0 cfs (est); 6/10, 14.5 cfs; 7/9, 15.0 cfs (est); 8/5, 9/25, off.
1992: 4/23, 8.0 cfs (est); 5/7, 12.0 cfs (est); 5/27, 10.0 cfs (est); 6/16, 7.0 cfs (est); 7/15, 9/11, off.
1993: 5/11, 6.5 cfs (est); 5/25, 10.0 cfs (est); 6/21, 15.0 cfs (est); 7/12, 7.0 cfs (est); 7/30, 8/17, 8/26, 9/30, off.
1994 (all est): 5/23, 10.5 cfs; 6/3, 8.5 cfs; 6/20, 6.0 cfs; 7/29, 8/30, off.
1995: 4/27, 5/12, off; 6/26, 29 cfs; 7/7, 29 cfs (est); 7/25, 15.9 cfs; 8/11, 1 cfs (est); 9/12, off.
1996: 5/9, off; 5/16, 3 cfs (est); 6/7, 3 cfs (est); 6/28, 36.5 cfs; 7/10, 30 cfs (est); 7/30, 25 cfs (est); 8/16, 1 cfs (est).
1997: 4/17, off; 5/21, 0.5 cfs (est); 6/24, 25.7 cfs; 7/18, 25 cfs (est); 7/24, 20 cfs (est); 8/14, off.
1998 (all est): 4/30, off; 6/12, 35 cfs; 7/10, 30 cfs; 7/24, 35 cfs; 7/31, 35 cfs; 8/31, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Steed Ditch, LaBarge Creek
Diversion Description: Diversion consists of a single 24" slide gate mounted on a piece of CMP.1
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 |
05-01-1889 | Terr. | Irrigation | 240.00 | 3.43 | ||
08-01-1889 | Terr. | Irrigation | 28.00 | 0.40 | POD/MOC change from a portion of LaBarge No. 2 Ditch | |
05-18-1898 | 414E | Irrigation | 543.38 | 7.77 | ||
07-17-1953 | 5695E | Irrigation | 91.75 | 1.31 | ||
07-01-1969 | 6340E | Irrigation | 10.75 | 0.15 |
Storage Rights: None.
Estimated Canal Losses: Typical (10%)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 Green River at LaBarge Creek.2
Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
|
Steed Ditch, LaBarge 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 | 5.50 | 338.18 | ||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | 1.77 | 108.77 | ||||||||
1990 | 8.55 | 508.76 | 5.25 | 322.81 | ||||||
1991 | 10.60 | 630.74 | 9.75 | 599.50 | ||||||
1992 | 9.59 | 589.67 | 9.09 | 540.89 | 3.52 | 216.44 | ||||
1993 | 7.01 | 431.40 | 2.02 | 120.20 | ||||||
1994 | 1.57 | 96.25 | 1.02 | 62.91 | ||||||
1995 | 5.49 | 337.57 | 14.49 | 862.21 | ||||||
1996 | 0.82 | 50.42 | 13.71 | 815.80 | 5.51 | 338.80 | ||||
1997 | 10.96 | 673.90 | 0.14 | 8.3 | ||||||
1998 | 0.49 | 30.13 | 19.66 | 1,169.85 | 22.70 | 1,395.77 | 7.01 | 417.12 | ||
Averages: | 4.68 | 287.96 | 12.32 | 733.21 | 8.09 | 497.63 | 4.41 | 263.26 |
Data:
1980: 5/14, 10 cfs; 5/30, 9 cfs; 6/13, 12 cfs.
1986: 5/2, 36 cfs (est); 7/14, 7/31, 9/3, off.
1989: 7/21, 8.5 cfs (est); 8/21, off.
1990 (all est): 5/16, 14.0 cfs; 6/14, 8.5 cfs; 8/8, 3.0 cfs.
1991: 5/21, 4.0 cfs (est); 6/10, 9.8 cfs; 7/9, 14.5 cfs (est); 8/5, 9/25, off.
1992: 4/23, off; 5/7, 10.0 cfs (est); 6/16, 10.0 cfs (est); 7/15, 3.0 cfs (est); 9/11, off.
1993: 5/11, 6.0 cfs (est); 5/25, 8.5 cfs (est); 7/30, off; 8/17, 3.5 cfs (est); 8/26, 3.5 cfs (est).
1994: 6/20, 4.8 cfs (est); 7/29, off; 8/30, 2.0 cfs (est).
1995 (all est): 5/12, 30 cfs; 7/5, off; 8/18, 20 cfs; 8/28, 15 cfs.
1996: 5/3, 5/23, off; 6/24, 20 cfs (est); 7/15, off; 8/12, 15 cfs (est).
1997 (all est): 4/17, 2 cfs; 4/30, 2 cfs; 6/27, 25 cfs; 7/31, 0.5 cfs; 8/19, off.
1998: 4/28, off; 6/5, 1 cfs (est); 6/24, 35.8 cfs; 7/21, 20 cfs; 8/19, 4 cfs; 9/10, 5 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.