Water Division IVDistrict 3
Botero Ditch, Smith's Fork River Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal. Wyoming Water Rights Summary:
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 Smith's Fork above Black's Fork. Other Operational Information: Information not available at time of report. Botero Ditch, Smith's Fork Diversion Data No Diversion Data Available.
C.M. Larson Ditch, Cottonwood Creek Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal. Wyoming Water Rights Summary:
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 Smith's Fork.. Other Operational Information: Information not available at time of report. C.M. Larson Ditch, Cottonwood Creek, Diversion Data No Diversion Data Available.
Co-Operative Ditch, East Fork Smith's Fork River Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal. Wyoming Water Rights Summary:
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 75% of the return flows are delivered to East Fork Smith's Fork above the Tipperary Ditch, and 25% to East Fork Smith's Fork above the Botero Ditch. Other Operational Information: Information not available at time of report. Co-Operative Ditch, East Fork Smith's Fork River, 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: 1985: 5/13, 4.8 cfs; 5/23, 6.4 cfs; 6/4, 4.7 cfs; 6/8, 6.1 cfs; 6/20, 4.7 cfs; 6/27, 1.9 cfs; 7/4, 1.9 cfs; 7/11, 6.7 cfs. 1986: 6/2, off; 6/12, 10.17 cfs; 6/24, 5.39 cfs; 7/10, off; 7/31, 5.53 cfs. 1987: 5/16, 3.9 cfs; 6/3, 5.4 cfs; 6/22, off; 7/9, 5.7 cfs; 7/16, off; 7/30, 5.0 cfs; 8/13, 3.1 cfs; 8/20, 3.0 cfs; 9/3, 5.4 cfs; 9/10, 9/24, off. 1991 (all est): 6/22, 3 cfs; 6/24, 0 cfs; 7/1, 3 cfs; 7/4, 2 cfs; 7/11, 2 cfs; 7/18, 3.5 cfs; 7/25, 1.5 cfs; 8/1, 0 cfs. 1992 (all est): 6/4, 2.00 cfs; 6/9, 2.00 cfs; 6/11, 0.00 cfs; 6/25, 3.00 cfs; 6/29, 5.00 cfs; 7/2, 0.00 cfs; 7/9, 2.00 cfs; 7/16, 1.50 cfs. 1993: 6/2, 7.17 cfs; 6/4, 8.63 cfs; 6/14, 7.62 cfs; 6/28, 5.68 cfs; 7/2, 0.00 cfs; 7/6, 0.00 cfs; 7/8, 4.05 cfs; 7/15, 5.25 cfs; 7/20, 5.25 cfs; 7/22, 0.00 cfs; 7/29, 0.00 cfs; 8/5, 4.05 cfs; 8/12, 3.08 cfs. 1994: 5/19, 11.2 cfs (arrive), 6.6 cfs (depart); 5/31, 0.0 cfs (arrive), 2.0 cfs (depart); 6/7, 2.0 cfs (arrive), 3.1 cfs (depart); 6/14, 3.1 cfs (arrive), 2.0 cfs (depart); 6/21, 2.0 cfs; 6/28, 2.0 cfs; 7/5, 1.9 cfs; 7/12, 1.7 cfs; 7/19, 1.8 cfs; 7/26, 1.8 cfs (arrive), 0.0 cfs (depart). 1995: 6/20, 11.26 cfs; 7/14, 10.53 cfs; 7/18, 10.00 cfs; 7/25, 8.79 cfs; 8/1, 3.96 cfs; 8/8, 2.75 cfs (arrive), 1.92 cfs (depart); 8/15, 4.05 cfs (arrive), 2.01 cfs (depart); 8/29, 3.56 cfs (arrive), 0.50 cfs (depart); 9/5, 3.93 cfs (arrive), 2.97 cfs (depart); 9/12, 2.98 cfs (arrive), off (depart) 1996: 5/29, 5.00 cfs (est); 8/6, 8/13, 8/27, off; 9/3, 1.5 cfs (est) (arrive), 2.3 cfs (depart); 9/10, 2.86 cfs (arrive), 2.82 cfs (depart); 9/17, 1.82 cfs (arrive), 0.96 cfs (depart); 9/24, 0 cfs. 1997: 6/25, 3.44 cfs; 6/27, 2.86 cfs (arrive), 0.0 cfs (depart); 7/1, 0.0 cfs (arrive), 2.86 cfs (depart); 7/8, 2.86 cfs (arrive); 1.92 cfs (depart); 7/15, 1.92 cfs (arrive), 2.42 cfs (depart); 7/22, 2.01 cfs (arrive), 0.0 cfs (depart); 7/29, 8/5, 8/12, 8/19, 9/2, 9/9, 0.0 cfs; 9/16, 1.5 cfs (est); 9/23, 1.0 cfs (est). 1998: 8/4, 8.79 cfs (arrive), off (depart); 8/11, 8/18, 8/25, off; 9/1, 9/8, dry; 9/15, off; 9/22, off (arrive), 2 cfs (depart); 9/29, 2 cfs (arrive), off (depart). 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.
Davis and Company Ditch, Smith's Fork Creek Diversion Description: Diversion consists of a single 3' by 4' slide gate mounted on a concrete structure. A concrete and plank diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 8 miles in length.1 Wyoming Water Rights Summary:
Storage Rights: None. Estimated Canal Losses: Considerably greater than typical (20-25%).1 Irrigation Practices: Lands are flood irrigated.1 Crop Types / Consumptive Use: Approximately 160 acres of the lands are planted with alfalfa hay; remaining lands are native grass hay and pasture.1 Return Flows: Return flows are delivered to the Smith's Fork Creek.1 Other Operational Information: Water users who have storage rights in reservoirs located in Utah are restricted to a May 15th ditch turn-on date, and a October 1st turn-off date. Other water uses may use water from the ditch when not regulated by priority date. Typically, the ditch is turned on during the third week on April.1
Davis and Company Ditch, Smith's Fork 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: 1985: 5/23, 12.8 cfs; 6/8, 13.3 cfs; 6/13, 12.6 cfs; 6/20, off; 6/20, 11.7 cfs; 6/27, 4.4 cfs; 7/4, 7.2 cfs; 7/11, 8.9 cfs; 7/18, 4.4 cfs; 7/25, 4.4 cfs; 8/1, 2.4 cfs. 1986: 6/2, 16.51 cfs; 6/12, 19.94 cfs; 6/24, 15.00 cfs; 7/14, 16.00 cfs. 1987: 5/16, 19.7 cfs; 6/3, 21.1 cfs; 6/22, 6.2 cfs; 6/24, 12.4 cfs; 7/2, 10.4 cfs; 7/16, 2.9 cfs; 7/23, off; 8/6, 5.0 cfs; 8/13, 13.6 cfs; 8/20, 2.9 cfs; 8/27, 2.9 cfs; 9/3, 7.2 cfs; 9/10, 2.4 cfs; 9/17, 2.4 cfs; 9/24, 1.5 cfs. 1991: 7/11, 9.74 cfs; 7/18, 6.96 cfs; 7/25, 4.07 cfs; 8/1, 5.01 cfs; 8/15, 8.51 cfs; 8/20, 8.51 cfs; 8/22, 3.05 cfs; 8/24, 3.05 cfs; 8/29, 6.05 cfs; 9/5, 3.05 cfs; 9/19, 6.59 cfs; 9/23, 6.59 cfs; 9/26, 9.95 cfs; 10/3, 4.22 cfs. 1993: 6/17, 25.69 cfs; 6/28, 21.90 cfs; 7/10, 8.84 cfs; 7/11, 6.59 cfs; 7/15, 12.61 cfs; 7/29, 1.68 cfs; 8/5, 4.07 cfs; 8/12, 3.19 cfs. 1994: 5/20, 27.2 cfs (arrive), 25.4 cfs (depart); 5/31, 24.3 cfs; 6/2, 21.3 cfs; 6/11, 21.3 cfs (arrive), 5.7 cfs (arrive), 4.4 cfs (depart); 6/29, 4.4 cfs; 7/5, 4.4 cfs (arrive), 8.9 cfs (depart); 7/6, 9.0 cfs (arrive), 10.6 cfs (depart); 7/12, 10.6 cfs (arrive), 6.4 cfs (depart); 7/17, 3.6 cfs; 7/19, 1.6 cfs; 7/26, 1.6 cfs; 8/18, 1.0 cfs; 8/24, 1.0 cfs; 8/26, 1.0 cfs; 8/30, 0.0 cfs; 9/6, 1.2 cfs; 9/13, 3.8 cfs; 9/20, 2.0 cfs; 9/26, 2.0 cfs. 1995: 6/26, 28.48 cfs; 7/6, 13.55 cfs; 7/12, 21.73 cfs; 7/18, 14.76 cfs; 7/25, 9.95 cfs; 8/2, 13.08 cfs; 8/15, 10.55 cfs (arrive), 13.55 cfs (depart); 8/22, 13.65 cfs; 8/29, off; 9/5, 13.65 cfs (arrive), 9/5, 1.00 cfs (est) (depart); 9/13, 1.50 cfs (est); 9/19, 1.50 cfs (est) (arrive), 3.05 cfs (depart); 9/26, 3.01 cfs. 1997: 6/26, 15.5 cfs; 6/28, 15.5 cfs; 6/30, 16.4 cfs (arrive), 7.15 cfs (depart); 7/1, 7.15 cfs (arrive), 10.8 cfs (depart); 7/8, 9.53 cfs (arrive), 13.6 cfs (depart); 7/15, 12.4 cfs (arrive), 7.53 cfs (depart); 7/22, 6.41 cfs (arrive), 1.8 cfs (depart); 7/24, 1.8 cfs (arrive), 6.47 cfs (depart); 7/29, 6.41 cfs (arrive), 3.62 cfs (depart); 8/5, 3.62 cfs; 8/12, 2.92 cfs (arrive), 2.03 cfs (depart); 8/19, 1.64 cfs (arrive), 5.4 cfs (depart); 8/26, 6.05 cfs (arrive), 9.11 cfs (depart); 9/2, 9.11 cfs; 9/9, 9.11 cfs (arrive), 4.07 cfs (depart); 9/16, 5.36 cfs (arrive), 7.15 cfs (depart); 9/24, 5.36 cfs. 1998: 8/4, 4.54 cfs; 8/11, 5.36 cfs; 8/18, 7.15 cfs; 8/25, 7.15 cfs (arrive), 12.2 cfs (depart); 9/1, 11.25 cfs; 9/8, 9.1 cfs (arrive), 8.1 cfs (depart); 9/15, 8.11 cfs (arrive), 5.03 cfs (depart); 9/22, 5.4 cfs (arrive), 1.9 cfs (depart); 9/29, 3 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.
J.R.G. Ditch, East Fork Smith's Fork River Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal. Wyoming Water Rights Summary:
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 Smith's Fork above Black's Fork. Other Operational Information: Information not available at time of report. J.R.G Ditch, East Fork Smith's Fork River, 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: 1985: 5/13, 17.8 cfs; 5/23, 19.9 cfs; 6/4, 19.9 cfs; 6/8, 22.2 cfs; 6/13, off; 6/14, 10.0 cfs; 6/20, 13.6 cfs; 7/4, 14.0 cfs; 7/11, 4.5 cfs. 1986: 6/2, 14.76 cfs; 6/12, 24.21 cfs; 6/24, 19.94 cfs; 7/10, off. 1987: 5/16, 21.1 cfs; 6/3, 23.0 cfs; 6/19, 14.8 cfs; 6/22, 11.7 cfs; 6/24, off; 7/2, 9.3 cfs; 7/9, 9.3 cfs; 7/16, 6.4 cfs; 7/23, off; 7/30, 5.0 cfs; 8/13, 10.0 cfs; 8/20, off; 9/3, 4.4 cfs; 9/10, 9.3 cfs; 9/17, 9/24, off. 1991: 6/22, 18.8 cfs; 6/24, 0 cfs; 7/4, 3.77 cfs; 7/11, 16.5 cfs; 7/18, 0 cfs; 7/25, 3.92 cfs; 8/1, 10.1 cfs; 8/5, 10.1 cfs; 8/8, 11.9 cfs; 8/10, 11.9 cfs; 8/12, 11.9 cfs; 8/15, 0 cfs; 8/29, 3.06 cfs; 9/5, 9.11 cfs; 9/9, 9.11 cfs; 9/12, 9.11 cfs; 9/16, 9.11 cfs; 9/19, 0 cfs; 9/26, 4.54 cfs; 10/3, 0 cfs. 1992: 6/1, 25.64 cfs; 6/2, 12.15 cfs; 6/3, 0.00 cfs. 1993: 6/2, 14.76 cfs; 6/14, 24.20 cfs; 6/28, 25.76 cfs; 7/2, 0.00 cfs; 7/4, 9.40 cfs; 7/6, 9.40 cfs; 7/8, 8.91 cfs; 7/10, 6.99 cfs; 7/15, 13.55 cfs; 7/20, 13.55 cfs; 7/22, 6.59 cfs; 7/29, 0.00 cfs; 8/5, 4.07 cfs; 8/12, 13.08 cfs. 1994: 5/14, 4.7 cfs (arrive), 4.2 cfs (depart); 5/18, 18.7 cfs (arrive), 16.0 cfs (depart); 5/19, 16.3 cfs (arrive), 12.2 cfs (depart); 5/31, 4.5 cfs (arrive), 6.8 cfs (depart); 6/7, 6.8 cfs (arrive), 2.3 cfs (depart); 6/12, 0.0 cfs; 6/14, 0.0 cfs (arrive), 5.0 cfs (depart); 6/21, 5.5 cfs (arrive), 0.0 cfs (depart); 6/28, 0.0 cfs; 7/5, 0.0 cfs (arrive), 3.8 cfs (depart); 7/12, 4.5 cfs (arrive), 0.0 cfs (depart); 7/19, 7/26, 8/10, 8/18, 8/24, 8/30, 9/6, 9/13, 9/20, 9/26, 0.0 cfs. 1995: 6/20, 26.60 cfs; 7/14, 16 cfs; 7/18, 18.6 cfs; 7/25, 14.03 cfs; 8/1, 12.38 cfs; 8/8, 8.91 cfs (arrive), 10.80 cfs (depart); 8/15, 10.16 cfs; 8/22, 10.16 cfs (arrive), 4.86 cfs (depart); 8/29, 4.70 cfs (arrive), off (depart); 9/5, off (arrive), 4.86 cfs (depart); 9/12, 5.03 cfs (arrive), off (depart); 9/19, off (arrive), 8.91 cfs (depart); 9/26, 8.91 cfs (arrive), off (depart). 1997: 6/25, 20.0 cfs (arrive), 14.2 cfs (depart); 6/27, 14.2 cfs (arrive), 2.27 cfs (depart); 7/1, 2.27 cfs (arrive), 4.54 cfs (depart); 7/8, 4.54 cfs (arrive), 3.62 cfs (depart); 7/15, 3.62 cfs (arrive), 9.11 cfs (depart); 7/22, 8.71 cfs (arrive), 4.54 cfs (depart); 7/29, 4.54 cfs (arrive), 3.62 cfs (depart); 8/5, 3.62 cfs (arrive), 0.0 cfs (depart); 8/12, 8.71 cfs (arrive), 6.05 cfs (depart); 8/19, 6.23 cfs (arrive), 10.2 cfs (depart); 9/2, 3.19 cfs (arrive), 1.0 cfs (est) (depart); 9/9, 1.0 cfs; 9/16, 1.0 cfs (arrive), 5.03 cfs (depart); 9/23, 5.03 cfs. 1998: 8/4, 12.38 cfs (arrive), 7.15 cfs (depart); 8/11, 7.15 cfs (arrive), off (depart); 8/18, 4.22 cfs (arrive), 8.51 cfs (depart); 8/25, 8.51 cfs (arrive), 10.8 cfs (depart); 9/1, dry; 9/8, off (arrive), 5 cfs (depart); 9/15, 5.03 cfs (arrive), 3.18 cfs (depart); 9/22, 3.8 cfs (arrive), 5.4 cfs (depart); 9/29, 6.2 cfs (arrive), 9.1 cfs (depart). 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.
Kidman-Wall Ditch, East Fork Smiht's Fork Creek Diversion Description: Diversion consists of two 4' by 4' steel sliding gates mounted on a concrete structure. A small rock diversion dam exists.1
Conveyance Description: Open Channel Canal.1 Wyoming Water Rights Summary:
Estimated Canal Losses: No significant losses are experienced through the canal. In fact, significant gains are made from the Milich Ditch.1 Irrigation Practices: Lands are entirely flood irrigated.1 Crop Types / Consumptive Use: Water is used to irrigate almost entirely native grass hay.1 Return Flows: South Branch Smith's Fork.1 Other Operational Information:
Kidman-Wall Ditch, East Fork Smith's Fork 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: 6/2, 8.20 cfs; 6/12, 26.74 cfs; 6/24, 27.94 cfs; 7/14, 22.49 cfs. 1987: 5/16, 19.9 cfs; 6/3, 21.8 cfs; 6/19, 32.1 cfs; 6/22, 21.8 cfs; 7/11, 7/13, 7/30, off. 1991: 7/3, 20.6 cfs; 7/5, 8.62 cfs; 7/10, 21.0 cfs; 7/12, 20.3 cfs; 7/18, 0 cfs; 7/26, 6.48 cfs; 8/5, 0 cfs; 9/5, 5.35 cfs; 9/12, 5.35 cfs; 9/21, 0 cfs; 10/3, 4.54 cfs. 1992: 6/5, 24.00 cfs. 1993: 6/16, 26.34 cfs; 6/30, 24.00 cfs; 7/7, 18.52 cfs; 7/23, 12.63 cfs; 7/30, 12.15 cfs; 8/7, 8/14, 0.00 cfs. 1994: 5/22, 22.1 cfs; 5/26, 22.5 cfs; 6/12, 21.0 cfs (arrive), 12.6 cfs (depart); 6/13, 16.8 cfs (arrive), 12.6 cfs (depart); 6/20, 10.8 cfs; 6/21, 10.8 cfs (arrive), 8.7 cfs (depart); 6/22, 8.7 cfs (arrive), 11.2 cfs (depart); 6/27, 8.0 cfs; 6/28, 9.0 cfs (arrive), 0.0 cfs (depart); 7/15, 7/25, 8/12, 8/17, 8/24, 9/7, 9/13, 9/19, 0.0 cfs. 1995: 6/23, 25.55 cfs; 7/13, 21.75 cfs; 7/21, 7/26, off; 8/4, 8/17, dry; 8/23, 13.59 cfs (arrive), 16.81 cfs (depart); 8/30, 17.49 cfs; 9/6, 13.59 cfs; 9/13, 13.59 cfs; 9/20, 2.00 cfs (est); 9/27, off. 1996: 8/8, 1.25 cfs (est); 8/28, 12.1 cfs (arrive), 20.3 cfs (depart); 9/4, 12.0 cfs; 9/11, 12.1 cfs (arrive), 3.52 cfs (depart); 9/20, 3.52 cfs; 9/26, 2.8 cfs. 1997: 7/1, 13.6 cfs (arrive), 0.0 cfs (depart); 7/9, 13.6 cfs (arrive), 0.0 cfs (depart); 7/17, 7/25, 0.0 cfs; 7/30, 0.0 cfs (arrive), 6.0 cfs (depart); 7/31, 6.0 cfs (arrive), 0.0 cfs (depart); 8/7, 8/14, 8/21, 8/29, off; 9/2, 0.0 cfs (arrive), 2.0 cfs (est) (depart); 9/10, 2.0 cfs (est) (arrive), 9.25 cfs (depart); 9/12, 10.6 cfs; 9/18, 3.62 cfs. 1998: 8/19, 7.95 cfs; 8/27, 7.95 cfs; 9/3, dry; 9/10, 6.7 cfs; 9/17, 5.36 cfs; 9/24, 6.7 cfs; 10/1, 3.5 cfs; 10/1, 3.52 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.
Milich Ditch, East Fork Smith's Fork Creek Diversion Description: Diversion consists of two 3' by 4' steel sliding gates mounted on a concrete wall. A concrete and plank diversion dam across the river channel exists.1
Conveyance Description: Open Channel Canal, approximately 20 miles in length.1 Wyoming Water Rights Summary:
Storage Rights: None. Estimated Canal Losses: Canal losses are considerably high due to the rocky nature of the soil.1 Irrigation Practices: Lands are entirely flood irrigated.1 Crop Types / Consumptive Use: Water is used to irrigate approximately 300 acres of alfalfa. Remainder of lands are pasture and native grass hay.1 Return Flows: Smith's Fork between Perry Draw and South Creek. Other Operational Information:
Milich Ditch, East Fork Smith's Fork 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: 6/2, 97.48 cfs; 6/12, 97.48 cfs; 6/24, 82.29 cfs; 7/14, off; 7/17, 36.76 cfs; 7/31, 26.54 cfs. 1987: 5/16, 36.8 cfs; 6/3, 82.3 cfs; 6/19, 68.9 cfs; 6/24, off; 7/2, 26.6 cfs; 7/9, 24.2 cfs; 7/16, 34.6 cfs; 7/23, 25.1 cfs; 7/30, 10.2 cfs; 8/6, 13.3 cfs; 8/13, 32.0 cfs; 8/20, 7.9 cfs; 8/27, 4.9 cfs; 9/10, 4.9 cfs; 9/17, 4.9 cfs; 9/24, 4.9 cfs. 1991: 6/10, 48.7 cfs; 6/11, 48.7 cfs; 6/12, 54.9 cfs; 6/20, 78.6 cfs; 6/22, 70.8 cfs; 6/24, 35.1 cfs; 7/1, 29 cfs; 7/4, 34.1 cfs; 7/11, 23.7 cfs; 7/18, 34.1 cfs; 7/25, 25.1 cfs; 8/1, 12.6 cfs; 8/5, 12.6 cfs; 8/8, 0 cfs; 8/10, 0 cfs; 8/12, 0 cfs; 8/15, 20.5 cfs; 8/20, 20.6 cfs; 8/22, 16.0 cfs; 8/24, 16.0 cfs; 8/27, 16.0 cfs; 8/29, 6.2 cfs; 9/5, 5.66 cfs; 9/9, 5.66 cfs; 9/12, 10.5 cfs; 9/16, 7.94 cfs; 9/19, 10.1 cfs; 9/23, 10.1 cfs; 9/26, 13.7 cfs; 10/3, 6.2 cfs. 1992: 6/1, 75.00 cfs; 6/2, 68.80 cfs; 6/3, 54.70 cfs; 6/4, 36.20 cfs; 6/9, 45.80 cfs; 6/11, 34.80 cfs; 6/18, 16.20 cfs; 6/25, 37.80 cfs; 6/29, 37.20 7/2, 23.70 cfs; 7/9, 20.16 cfs; 7/16, 20.16 cfs. 1993: 6/2, 71.54 cfs; 6/4, 71.54 cfs; 6/14, 71.54 cfs; 6/25, 61.38 cfs; 6/28, 64.50 cfs; 7/2, 64.03 cfs; 7/6, 58.13 cfs; 7/7, 22.36 cfs; 7/8, 17.63 cfs; 7/15, 39.50 cfs; 7/20, 39.50 cfs; 7/22, 39.50 cfs; 7/29, 39.50 cfs; 8/5, 24.65 cfs; 8/12, 7.05 cfs. 1994: 5/14, 4.6 cfs; 5/16, 4.6 cfs (arrive), 40.1 cfs (depart); 5/18, 40.1 cfs (arrive), 66.6 cfs (depart); 5/19, 66.6 cfs; 5/22, 66.3 cfs (arrive), 0.0 cfs (depart); 5/25, 0.0 cfs (arrive), 42.3 cfs (depart); 5/27, 66.7 cfs (arrive), 68.1 cfs (depart); 5/31, 68.9 cfs (arrive), 50.6 cfs (depart); 6/3, 50.1 cfs (arrive), 45.2 cfs (depart); 6/7, 45.2 cfs (arrive), 38.4 cfs (depart); 6/11, 38.3 cfs (arrive), 32.5 cfs (depart); 6/14, 32.5 cfs (arrive), 0.0 cfs (depart); 6/21, 35.0 cfs; 6/28, 33.6 cfs (arrive), 4.6 cfs (depart); 7/5, 4.6 cfs (arrive), 32.0 cfs (depart); 7/12, 32.0 cfs (arrive), 27.5 cfs (depart); 7/19, 27.0 cfs (arrive), 4.0 cfs (depart); 7/26, 4.6 cfs (arrive), 2.0 cfs (depart); 8/10, 1.0 cfs (arrive), 0.0 cfs (depart); 9/6, 0.0 cfs (arrive), 12.3 cfs (depart). 1995: 6/20, 78.63 cfs; 7/14, 45.8 cfs; 7/18, 7.06 cfs; 7/21, 58.13 cfs; 7/25, 51.82 cfs; 8/1, 42.89 cfs; 8/8, 42.89 cfs (arrive), 29.97 cfs (depart); 8/15, 30.47 cfs; 8/22, 29.97 cfs (arrive), 22.81 cfs (depart); 8/29, 22.36 cfs (arrive), 34.08 cfs (depart); 9/5, 38.39 cfs; 9/12, 38.59 cfs (arrive), 11.19 cfs (depart); 9/19, 5.66 cfs; 9/26, 5.66 cfs (arrive), 14.08 cfs (depart). 1996: May, 2297 AF; June, 4092 AF; July, 1884 AF; August, 1158 AF; September, 891 AF. (Totals computed by Hydrographer). 1997: May, 2481 AF; June, 3031 AF; July, 1691 AF; August, 858 AF; September, 792 AF. (Totals computed by Hydrographer). 1998: May, 1713 AF; June, 2607 AF; July, 3669 AF; August, 1063 AF; September, 683 AF. (Totals computed by Hydrographer). 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
South Side and Kidman-Wall Ditch, Smith's Fork River Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal. Wyoming Water Rights Summary:
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 Smith's Fork above Black's Fork. Other Operational Information: Information not available at time of report. South Side and Kidman-Wall Ditch, Smith's Fork River, Diversion Data No Diversion Data Available.
Timber Line Ditch, East Fork Smith's Fork River Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal. Wyoming Water Rights Summary:
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 Smith's Fork above the confluence with West Fork Smith's Fork. Other Operational Information: Information not available at time of report. Timber Line Ditch, East Fork Smith's Fork River, 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: 6/2, off; 6/12, 13.29 cfs; 6/24, 10 cfs; 7/14, 9.08 cfs. 1987: 5/16, 10.0 cfs; 6/3, 11.1 cfs; 7/13, off. 1991: 6/22, 10.6 cfs; 6/24, 10.6 cfs; 8/1, 0 cfs; 9/5, 2.88 cfs; 9/9, 2.88 cfs; 9/12, 2.88 cfs; 9/19, 2.98 cfs; 9/23, 3.29 cfs; 10/3, 3.68 cfs. 1992: 6/1, 11.90 cfs; 6/2, 10.00 cfs; 6/4, 10.16 cfs. 1993: 6/4, 11.60 cfs; 6/14, 8.74 cfs; 6/28, 10.00 cfs; 7/2, 10.00 cfs; 7/6, 10.00 cfs; 7/20, 0.00 cfs; 7/22, 0.00 cfs; 7/27, 6.79 cfs; 7/29, 6.79 cfs; 8/5, 5.74 cfs. 1994: 5/14, 11.6 cfs; 5/19, 11.4 cfs; 6/7, 11.6 cfs; 6/12, 8.5 cfs (arrive), 0.0 cfs (depart); 6/14, 0.0 cfs; 7/12, 0.0 cfs; 7/26, 0.0 cfs; 8/24, 0.0 cfs; 9/26, 0.0 cfs. 1995: 7/25, 7.06 cfs; 8/1, 7.06 cfs; 8/8, off; 8/15, 4.63 cfs (arrive), 5.99 cfs (depart); 8/22, 4.39 cfs (arrive), off (depart); 8/29, 4.29 cfs (arrive), off (depart); 9/5, off. 1996: 5/29, 6.52 cfs; 8/6, 8/13, 8/27, 9/10, 9/17, 9/24, 0 cfs. 1997: 6/25, 9.2 cfs; 7/1, 11.6 cfs (arrive), 0.0 cfs (depart); 7/8, 7/15, 7/22, 7/29, 8/5, 8/12, 8/19, 9/2, 9/9, 9/16, 9/23, 0.0 cfs. 1998: 8/4, 2.59 cfs; 8/11, 2.98 cfs; 8/18, 1.86 cfs; 8/25, 1.86 cfs; 9/1, 9/8, 9/15, 9/22, 9/29, dry. 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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