Wyoming State Water Plan, Wyoming Water Development Office
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Bear River Basin Water Plan
Technical Memoranda

SUBJECT: Appendix D
Key Structures and Diversions
EMELLE CANAL DIVERSION

PREPARED BY: Bear River Basin Planning Team

DATE: August 7, 2000



Diversion Description: The Emelle headgate consists of a concrete headwall with a 74-inch rectangular steel gate. The river is diverted using a rock wall dam.

Diversion Location: The diversion is located on Smiths Fork, tributary to the Bear River. The Diversion is regulated as part of the Central Division of the Bear River Compact. See location map hereafter.

Latitude   N 42° 11' 30.5"
Longitude   W 110° 52' 43.8"

Conveyance Description: Open channel canal, approximately 21,120 feet in length.1

Direct Flow Water Rights:2

Priority Date Permit
Number
Permitted Use Permitted
Acres
Flow
(CFS)
Cumulative
(CFS)
Comments
10-02-1901 3486 Irrigation, Storage 120 1.71 1.71
02-28-1903 998E Irrigation, Storage 50.50 0.72 2.43
02-28-1903 998E Irrigation, Storage 258 3.68 6.11
02-28-1903 998E Irrigation, Storage 52 0.74 6.85
07-07-1905 6810 Irrigation 160 2.28 9.13
01-24-1907 1745E Irrigation 112 1.60 10.73
01-24-1907 1745E Irrigation 80 1.14 11.87
12-17-1910 2376E Irrigation, Storage 53 0.76 12.63
12-17-1910 2377E Irrigation, Domestic 155 2.21 14.84
10-17-1916 3720E Irrigation 34 0.49 15.33

Associated Storage Rights: None

Irrigation Practices: Land is all irrigated using hand lines and wheel side-roll sprinklers.3

Estimated Diversion Efficiency:

Calculated Diversion Efficiency = Conveyance Efficiency X Application Efficiency:
Conveyance Efficiency: 65%
Application Efficiency: 85%
Overall Diversion Efficiency: 55%

Conveyance efficiency is estimated by total length of main canal. Application efficiency for flood irrigation and sprinkler irrigation is estimated at 55% and 85% respectively.

Crop Types / Consumptive Use: Approximately 85% of the irrigated acreage is alfalfa and grains (mostly oats) rotated. The remaining 15% is meadow grasses There are usually 2 crops with a 3rd crop left for pasture.3


click to enlarge

Return Flows: Return flow is captured by the Cooper Ditch (approx. 50%) and the Covey Canal (approx. 50%).

The following return flow pattern was adopted for modeling in this study are as follows:

	
		Month
      (after initial Diversion)	 Percent of Return
		0			70%
		1			20%
		2			10%
                3                        0%
                                       100%
		

References:

  1. USDA -Soil Conservation Service Economic Research Service-Forest Service in Cooperation with the States of Idaho, Utah, Wyoming, Irrigation Conveyance Systems, Working Paper for the Bear River Basin Type IV Study, Idaho-Utah-Wyoming, April 1976

  2. Water rights summary obtained from State Engineer Interstate Reglist - revised April 14, 1999

  3. Irrigation practices based on field investigation and interview with Mr. Kevin Wilde, Hydrographer / Commissioner - November 30, 1999.

  4. State of Utah Natural Resources, Water Budget Studies - Utah, Bear River Study Area, September 1994.


Monthly Diversion Records
Emelle (on Smith's Fork)

YEAR MAY JUNE JULY AUGUST SEPTEMBER
Total of Daily Ave for Month Average
CFS
Monthly Total
Ac-Ft
Total of Daily Ave for Month Average
CFS
Monthly Total
Ac-Ft
Total of Daily Ave for Month Average
CFS
Monthly Total
Ac-Ft
Total of Daily Ave for Month Average
CFS
Monthly Total
Ac-Ft
Total of Daily Ave for Month Average
CFS
Monthly Total
Ac-Ft
1970 43 1.4 85.3 474 15.8 940.2 314 10.1 622.8 345 11.1 684.3 92 3.1 182.5
1971 0 0.0 0.0 406 13.5 805.3 312 10.1 618.8 19 0.6 37.7 0 0.0 0.0
1972 221 7.1 438.3 558 18.6 1106.8 97 3.1 192.4 0 0.0 0.0 0 0.0 0.0
1973 218 7.0 432.4 557 18.6 1104.8 97 3.1 192.4 0 0.0 0.0 0 0.0 0.0
1974 0 0.0 0.0 943 31.4 1870.4 544 17.5 1079.0 455 14.7 902.5 60 2.0 119.0
1975 0 0.0 0.0 128 4.3 253.9 353 11.4 700.2 555 17.9 1100.8 26 0.9 51.6
1976 0 0.0 0.0 540 18.0 1071.1 529 17.1 1049.3 434 14.0 860.8 14 0.5 27.8
1977 0 0.0 0.0 0 0.0 0.0 0 0.0 0.0 0 0.0 0.0 0 0.0 0.0
1978 0 0.0 0.0 605 20.2 1200.0 704 22.7 1396.4 583 18.8 1156.4 0 0.0 0.0
1979 0 0.0 0.0 651 21.7 1291.2 504 16.3 999.7 470 15.2 932.2 84 2.8 166.6
1980 0 0.0 0.0 296 9.9 587.1 421 13.6 835.0 320 10.3 634.7 26 0.9 51.6
1981 0 0.0 0.0 418 13.9 829.1 432 13.9 856.9 462 14.9 916.4 103 3.4 204.3
1982 0 0.0 0.0 367 12.2 727.9 273 8.8 541.5 432 13.9 856.9 158 5.3 313.4
1983 0 0.0 0.0 158 5.3 313.4 340 11.0 674.4 235 7.6 466.1 0 0.0 0.0
1984 0 0.0 0.0 169 5.6 335.2 356 11.5 706.1 196 6.3 388.8 0 0.0 0.0
1985 36 1.2 71.4 484 16.1 960.0 617 19.9 1223.8 397 12.8 787.4 0 0.0 0.0
1986 0 0.0 0.0 284 9.5 563.3 455 14.7 902.5 311 10.0 616.9 64 2.1 126.9
1987 435 14.0 862.8 398 13.3 789.4 395 12.7 783.5 190 6.1 376.9 24 0.8 47.6
1988 4 0.1 7.9 624 20.8 1237.7 471 15.2 934.2 128 4.1 253.9 0 0.0 0.0
1989 160 5.2 317.4 538 17.9 1067.1 498 16.1 987.8 313 10.1 620.8 0 0.0 0.0
1990 4 0.1 7.9 257 8.6 509.8 260 8.4 515.7 102 3.3 202.3 0 0.0 0.0
1991 0 0.0 0.0 483 16.1 958.0 321 10.4 636.7 162 5.2 321.3 0 0.0 0.0
1992 378 12.2 749.8 434 14.5 860.8 521 16.8 1033.4 31 1.0 61.5 0 0.0 0.0
1993 1 0.0 2.0 333 11.1 660.5 511 16.5 1013.6 283 9.1 561.3 80 2.7 158.7
1994 176 5.7 349.1 503 16.8 997.7 287 9.3 569.3 0 0.0 0.0 0 0.0 0.0
1995 0 0.0 0.0 273 9.1 541.5 522 16.8 1035.4 494 15.9 979.8 14 0.5 27.8
1996 0 0.0 0.0 356 11.9 706.1 454 14.6 900.5 342 11.0 678.3 8 0.3 15.9
1997 0 0.0 0.0 159.3 5.3 316.0 409.4 13.2 812.0 335.3 10.8 665.1 2.1 0.1 4.2
1998 39.6 1.3 78.5 227.8 7.6 451.8 337.2 10.9 668.8 31.1 1.0 61.7 0 0.0 0.0

AVERAGES
1.9 117.3
13.4 795.0
12.6 775.2
8.5 521.5
0.9 51.6


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Wyoming State Water Plan, Wyoming Water Development Office
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