Wyoming State Water Plan, Wyoming Water Development Office
Rafting on Snake River Lake Marie, Snowy Mountains Wyoming Wind River Range picture

Green River Basin Water Plan
Technical Memoranda

SUBJECT: Green River Basin Plan
Irrigation Diversion Operation and Description

PREPARED BY: Pat Tyrrell, Jennifer Russell, States West Water Resources





Water Division IV




District 3






Botero Ditch, Smith's Fork River


Diversion Description:  Information not available at time of report.


Diversion Location:


Source:  Smith's Fork River, Trib. Black's Fork River, Trib. Green River


Section, Township, Range:  18, 13, 115



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



03-29-1911 10562
Domestic, Irrigation 160.00
2.28 2.28 



10-04-1915 3525E
Domestic, Irrigation 800.00
11.42 13.70 




 
 

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.


Diversion Location:


Source:  Cottonwood Creek, Trib. Smith's Fork River, Trib. Black's Fork River, 
Trib. Green River


Section, Township, Range:  18, 15, 113



Conveyance Description:  Open Channel Canal.


Wyoming Water Rights Summary:






Priority Date
(M-D-Y)		 Permit 
Number		
Permitted Use Acres 
Flow 
(cfs)		
Cumulative 
Flow (cfs)		 Comments



09-16-1908 8742
Irrigation 220.00
3.14 3.14 



02-14-1916 3588E
Domestic, Irrigation 152.80
2.18 5.32 



01-21-1945 5385E
Irrigation, Stock 538.84
7.70 13.02 






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.


Diversion Location:


Source:  East Fork Smith's Fork River, Trib. Smith's Fork River, Trib. Black's 
Fork River, Trib. Green River


Section, Township, Range:  32, 13, 115



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



10-05-1918 3948E
Irrigation 465.00
6.64 6.64 



03-07-1946 5419E
Domestic, Irrigation 454.00
6.48 13.12 Supplementary Supply
for 5.00 acres with Original Supply from Rocky Spring




 

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





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 
 
 2.87 
170.78  
 
 

 
 
 

 



1985 
 
 
4.39  261.22 
 
 

 
 
 
 



1986 
 
 5.79 
344.53  2.31 142.04 

 
 
 
 



1987 
 
 2.52 
149.95  3.21 197.38 
3.76 231.19 0.98 
58.31 



1988 
 
 
 

  
 
 
 
 

 
 



1989 
 
 
 

  
 
 
 
 

 
 



1990 
 
 
 

  
 
 
 
 

 
 



1991 
 
 
 

 2.05 126.05 

 
 
  
 



1992 
 
 1.86 
110.68  0.65 39.97 

 
 
 
 



1993 
 
 6.69 
398.08  2.30 141.42 

 
 
 

 



1994 
 
 2.25 
133.88  1.46 89.77 

 
 
 

 



1995 
 
 
9.38 576.75  2.81 
172.78 
 
 

 
 



1996 
 
 

 
  
 

 0.09 5.53 
1.34 79.74 



1997 
 
 

 
  1.58 
97.12 0.00 0.00 
0.47 27.77 



1998 
 
 

 
  
 

 0.85 52.26 
0.47 27.97 







Averages: 
 

4.47 268.23 2.05
125.82 1.18 72.25
0.82 48.45



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:

1984: 6/1, 4.1 cfs; 6/15, 3.4 cfs; 7/6, off.


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


Diversion Location:


Source:  Smith's Fork Creek, Trib. Black's Fork River, Trib. Green River


Section, Township, Range: SW1/4 NW1/4 30, 14, 115



Conveyance Description:  Open Channel Canal, approximately 8 miles in length.1


Wyoming Water Rights Summary:






Priority Date
(M-D-Y)		 Permit 
Number		
Permitted Use Acres 
Flow 
(cfs)		
Cumulative 
Flow (cfs)		 Comments



05-24-1907 8086
Domestic, Irrigation 462.13
6.59 6.59 



02-01-1909 2028E
Irrigation 157.50
2.25 8.84 



03-30-1910 2207E
Domestic, Irrigation 480.00
6.84 15.68 



07-13-1910 2273E
Domestic, Irrigation 140.00
2.00 17.68 



10-04-1910 2314E
Domestic, Irrigation 242.93
3.47 21.15 



02-23-1918 3883E
Irrigation 318.00
4.54 25.69 



06-17-1924 4411E
Irrigation 67.98
0.97 26.66 




 


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





Sources:


1) John Yarbrough, State Engineer's Office, Interview, May 4, 2000.









Davis and Company Ditch, Smith's Fork 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 
 
 10.19 
606.35  
 
 

 
 
 

 



1985 
 
 9.28 
552.20  5.72 351.71 

 
 
 
 



1986 
 
 16.60 
987.77  
 
 
 
 

 
 



1987 
 
 13.36 
794.98  4.14 254.56 
6.00 368.93 2.57
152.93 



1988 
 
 
 

  
 
 
 
 

 
 



1989 
 
 
 

  
 
 
 
 

 
 



1990 
 
 
 

  
 
 
 
 

 
 



1991 
 
 
 

  4.16 255.79 
6.25 384.30 5.79
344.53 



1992 
 
 
 

  
 
 
 
 

 
 



1993 
 
 
 

  8.91 547.85 

 
 
 

 



1994 
 
 10.09 
600.40  4.54 279.15 
1.00 61.49 1.79 
106.51 



1995 
 
 

 
  15.08 
927.23 10.27 631.48 
2.51 149.36 



1996 
 
 

 
  
 

 
 
 

 
 



1997 
 
 

 
  8.31 
510.96 4.68 287.76 
5.20 309.42 



1998 
 
 

 
  
 

 6.79 417.50 
0.57 33.92 







Averages: 
 

11.90 708.34 7.27
446.75 5.83 358.58
3.07 182.78



Blank cells are due to missing/insufficient data.

Average = Average Flow for ENTIRE month.  Monthly Total = Total Volume used during month.

See Methodology section for explanations.

Spot data readings used in calculating averages in table on following pages.



 
Data:

1984: 6/1, 14.5 cfs; 6/15, 10.2 cfs; 7/6, 5.2 cfs.


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.


Diversion Location:


Source:  East Fork Smith's Fork River, Trib. Smith's Fork River, Trib. 
Black's Fork River, Trib. Green River


Section, Township, Range:  20, 13, 115



Conveyance Description:  Open Channel Canal.


Wyoming Water Rights Summary:





Priority Date
(M-D-Y)		 Permit 
Number		
Permitted Use Acres 
Flow 
(cfs)		
Cumulative 
Flow (cfs)		 Comments



09-15-1916 14461
Irrigation 659.00
9.41 9.41 



05-12-1921 4214E
Irrigation 130.50
1.87 11.28 



05-12-1949 5471E
Domestic, Irrigation 762.50
10.88 22.16 




 


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







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 
 
 18.72 
1,113.92  
 
 

 
 
 

 



1985 11.86 729.24 
14.22 846.15  
 

 
 
 
 
 



1986 
 
 18.96 
1,128.20  
 
 
 
 

 
 



1987 
 
 14.27 
849.12  5.79 356.01 
4.90 301.29 2.96
176.13 



1988 
 
 
 

  
 
 
 
 

 
 



1989 
 
 
 

  
 
 
 
 

 
 



1990 
 
 
 

  
 
 
 
 

 
 



1991 
 
 
 

  6.49 399.05 
5.59 343.72 5.80
345.12 



1992 
 
 
 

  
 
 
 
 

 
 



1993 
 
 21.06 
1,253.16  7.44 457.47 

 
 
 

 



1994 5.46 335.72 
2.78 165.42  0.94 
57.80 0.00 0.00 
0.00 0.00 



1995 
 
 

 
  16.81 
1,033.61 8.14 500.51 
6.23 370.71 



1996 
 
 

 
  
 

 
 
 

 
 



1997 
 
 

 
  5.23 
321.58 5.75 353.55 
1.76 104.73 



1998 
 
 

 
  
 

 5.23 321.58 
3.34 198.74 







Averages: 8.66 532.48
15.00 892.66 7.12
437.59 4.94 303.44
3.35 199.24



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:

1984: 6/1, 28.8 cfs; 6/15, 21.3 cfs; 7/6, off.


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


Diversion Location:


Source:  Smith's Fork Creek, Trib. Black's Fork River, Trib. Green River


Section, Township, Range: 23, 15, 115



Conveyance Description:  Open Channel Canal.1


Wyoming Water Rights Summary:





Priority Date
(M-D-Y)		 Permit 
Number		
Permitted Use Acres 
Flow 
(cfs)		
Cumulative 
Flow (cfs)		 Comments



11-07-1896 1390
Irrigation 275.00
3.92 
 POD/MOC change from
Erickson & Polson Ditch



11-23-1896 1371
Irrigation 298.00
3.92 
 



06-05-1897 258E
Domestic, Irrigation 160.00
2.28 
 POD/MOC change from Erickson
& Polson Ditch



10-27-1917 3824E
Irrigation 92.00
1.31 
 



01-24-1922 4278E
Domestic, Irrigation 160.62
2.29 
 





Storage Rights:  None.


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:  






Sources:


1) John Yarbrough, State Engineer's Office, Interview, May 4, 2000.









Kidman-Wall Ditch, East Fork Smith's Fork 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 
 
 24.51 
1,458.45  
 
 

 
 
 

 



1985 
 
 

 
  
 

 
 
 
 
 



1986 
 
 23.06 
1,372.17  
 
 
 
 

 
 



1987 
 
 23.51 
1,398.94  1.85 113.75 

 
 


 



1988 
 
 
 

  
 
 
 
 

 
 



1989 
 
 
 

  
 
 
 
 

 
 



1990 
 
 
 

  
 
 
 
 

 
 



1991 
 
 
 

  8.34 512.81 
2.20 135.27 3.35
199.34 



1992 
 
 
 

  
 
 
 
 

 
 



1993 
 
 12.53 
745.59  15.56 956.75 

 
 
 

 



1994 
 
 
13.63 811.04  0.00 
0.00 0.00 0.00 
0.00 0.00 



1995 
 
 

 
  11.67 
717.56 6.28 386.14 
7.72 459.37 



1996 
 
 

 
  
 

 6.62 407.05 
5.88 349.88 



1997 
 
 

 
  1.95 
119.90 0.00 0.00 
2.62 155.90 



1998 
 
 

 
  
 

 
 
 
4.86 289.19 







Averages: 
 

19.45 1,157.24 6.56
403.46 3.02 185.69
4.07 242.28



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:

1984: 6/1, 28.8 cfs; 6/15, 24.0 cfs; 7/6, 21.0 cfs.


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


Diversion Location:


Source:  East Fork Smith's Fork Creek, Trib. Smith's Fork Creek, Trib. 
Black's Fork River, Trib. Green River

Section, Township, Range: 32, 13, 115



Conveyance Description:  Open Channel Canal, approximately 20 miles in length.1


Wyoming Water Rights Summary:






Priority Date
(M-D-Y)		 Permit 
Number		
Permitted Use Acres 
Flow 
(cfs)		
Cumulative 
Flow (cfs)		 Comments



03-13-1915 13126
Domestic, Irrigation 3,689.47
52.76 52.76 



05-11-1920 4178E
Domestic, Irrigation 320.00
4.57 57.33 



01-18-1944 5369E
Res. Supply 


 57.33 Supply Ditch
for Graham Reservoir.



04-04-1946 5452E
Domestic, Irrigation 170.00
2.43 59.76 






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:  







Sources:


1) John Yarbrough, State Engineer's Office, Interview, May 4, 2000.









Milich Ditch, East Fork Smith's Fork 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 57.96 3,563.82 
41.57 2,473.59  28.28 
1,738.87 7.35 451.93 

 
 



1986 
 
 84.29 
5,015.60  27.29 1,678.00 

 
 
 
 



1987 
 
 54.10 
3,219.17  24.55 1,509.52 
13.82 849.76 3.76
223.74 



1988 
 
 
 

  
 
 
 
 

 
 



1989 
 
 
 

  
 
 
 
 

 
 



1990 
 
 
 

  
 
 
 
 

 
 



1991 
 
 37.14 
2,209.98  27.05 1,663.24 
11.61 713.87 9.14
543.87 



1992 
 
 34.92 
2,077.88  10.34 635.78 

 
 
 
 



1993 
 
 65.71 
3,910.02  39.20 2,410.31 

 
 
 

 



1994 25.49 1,567.32 
30.29 1,802.38  15.29 
940.15 0.38 23.37 

 
 



1995 
 
 

 
  47.29 
2,907.75 31.82 1,956.54 
17.22 1,024.66 



1996 37.36 2,297.00 
68.77 4,092.00  30.64 
1,884.00 18.83 1,158.00 
14.97 891.00 



1997 40.35 2,481.00 
50.94 3,031.00  27.50 
1,691.00 13.95 858.00 
13.31 792.00 



1998 27.86 1,713.00 
43.81 2,607.00  59.67 
3,669.00 17.29 1,063.00 
11.48 683.00 







Averages: 37.80 2,324.43
51.15 3,043.86 30.65
1,884.33 14.38 884.31
11.65 693.04



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:

1985: 5/3, 44.0 cfs; 5/23, 72.2 cfs; 6/3, 68.1 cfs; 6/4, 64.7 cfs; 6/8, 72.2 cfs; 6/18, 
off; 6/20, 64.0 cfs; 6/27, 14.1 cfs; 7/4, 27.5 cfs; 7/11, 42.3 cfs; 7/18, 29.0 cfs; 
7/25, 23.7 cfs; 8/1, 11.9 cfs; 8/16, 18.5 cfs.


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.


Diversion Location:


Source:  Smith's Fork River, Trib. Black's Fork River, Trib. Green River


Section, Township, Range:  27, 15, 115



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



01-04-1898 374E
Irrigation 670.00
9.54 9.54 



02-03-1899 408E
Irrigation 70.00
1.00 10.54 



02-23-1900 505E
Irrigation 50.00
0.71 11.25 



03-16-1900 518E
Irrigation 83.00
1.18 12.43 







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.


Diversion Location:


Source:  East Fork Smith's Fork River, Trib. Smith's Fork River, Trib. 
Black's Fork River, Trib. Green River


Section, Township, Range:  29, 13, 115



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



06-24-1902 4026
Domestic, Irrigation, Stock 1,036.21
14.79 14.79 







Storage Rights:  None.


Estimated Canal Losses:  Information not available at time of report.


Irrigation Practices:  Information not available at time of report.


Crop Types / Consumptive Use:  Information not available at time of report.


Return Flows:  Return Flows are delivered to 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






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 6.78 416.89 
5.26 312.99  
 

 
 
 

 
 



1986 
 
 9.17 
545.65  
 
 

 
 
 
 



1987 
 
 7.47 
444.50  
 
 

 
 


 



1988 
 
 
 

  
 
 
 
 

 
 



1989 
 
 
 

  
 
 
 
 

 
 



1990 
 
 
 

  
 
 
 
 

 
 



1991 
 
 
 

  4.32 265.63 
1.28 78.70 3.05
181.49 



1992 
 
 
 

  
 
 

 
 
 
 



1993 
 
 8.76 
521.26  5.49 337.57 

 
 
 

 



1994 6.66 409.51 
3.99 237.42  0.00 
0.00 0.00 0.00 
0.00 0.00 



1995 
 
 

 
  
 

 2.98 183.23 

 
 



1996 
 
 

 
  
 

 0.00 0.00 
0.00 0.00 



1997 
 
 
0.00 0.00  0.00 
0.00 0.00 0.00 

 
 



1998 
 
 

 
  
 

 1.81 111.29 
0.00 0.00 







Averages: 6.72 413.20
5.78 343.64 2.45
150.80 1.01 62.20
0.76 45.37



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:

1985: 5/13, 10.0 cfs; 5/23, 11.9 cfs; 6/4, 10.0 cfs; 6/8, 11.9 cfs; 6/22, off.


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.