Water Division IVDistrict 5
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:
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
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: 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:
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
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: 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
Data: 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:
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
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 (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:
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
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: 5/2, 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.
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