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Last modified
3/26/2010 3:55:22 PM
Creation date
9/30/2006 10:17:18 PM
Metadata
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Publications
Year
1994
Title
Fort Lyon Canal Company Water Transfer Alternatives Study - Final Report
CWCB Section
Finance
Author
Gronning Engineering
Description
Analysis of the alternative approaches to, and the results of the transfer of agricultural water supplies from the Ft. Lyon Canal Company to alternative uses
Publications - Doc Type
Brochure
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<br />Skah (Queen) Nee Noshe (Standing Water), Nee Grande (Big Water) and Nee So Pah (Black <br />Water) reservoirs. Queen Reservoir is most commonly referred to by its English name while the <br />others are commonly referred to by their Indian names. Amity's water is transported in the Fort <br />Lyon Canal 45 miles downstream to the Kickingbird bifurcation. Amity then delivers this water to <br />the Great Plains reservoir system. As a result of a contract with the Great Plains Water and Storage <br />Company (a predecessor of Amity) Ft. Lyon also obtains water through Queen Reservoir (Tipton <br />and Kalmbach 1987). <br /> <br />The capacity of the Fl. Lyon Canal above the Kickingbird bifurcation has been reported to be <br />approximately 1,800 cfs. Downstream from the bifurcation structure the capacity has been reported <br />to range from approximately 1,500 cfs to approximately 600 cfs. A Parshall measuring flume has <br />been constructed on the Ft. Lyon Canal about two miles downstream from the diversion dam. The <br />flume measures diversions that are both FI. Lyon direct flow priorities and diversions for the Great <br />Plains Reservoir system (Tipton and Kalmbach 1987). In its 1989-1990 investigation of the Fort <br />Lyon Canal system, the USGS calculated the flow rates of the Ft. Lyon Canal at several locations. <br />Although their data are not conclusive, it appears that the present capacity of the Ft. Lyon Canal <br />is less than stated in prior engineering reports (Dash 1993). <br /> <br />The Ft. Lyon Storage Canal delivers water from its headgate located on the north bank of the <br />Arkansas River about three miles east of Manzanola to Horse Creek Reservoir and Adobe Creek <br />Reservoir. The capacity of the canal has been reported to be approximately 2,000 cfs. The distance <br />from its point of diversion at the Arkansas River to Horse Creek Reservoir is approximately 33 miles <br />and the canal length to Adobe Creek Reservoir is approximately 45 miles. In addition, water for <br />storage may be obtained from both Horse Creek and Adobe Creek. Water in Horse Creek <br />Reservoir is released into the Horse Creek Outlet Canal and delivered to the Ft. Lyon Canal at a <br />point approximately 16 miles downstream from the Ft. Lyon Canal headgate. Water is released from <br />Adobe Creek Reservoir into Adobe Creek through the Adobe Creek Outlet Canal approximately <br />2.5 miles in length and then enters the Fl. Lyon Canal approximately 23 miles downstream from the <br />headgate. The storage water is used to supplement water delivered under the direct flow priorities <br />(Tipton and Kalmbach 1987). <br /> <br />Losses in the system have been estimated to be 17% for the Fort Lyon storage canal, 30% for the <br />Fort Lyon Canal and 10% for the laterals. A portion of these losses do not return back to the <br />stream system (Woodward-Clyde 1981). <br /> <br />The Ft. Lyon Canal Company also has constructed Thurston Reservoir (near the lower end of its <br />system) which has a decreed capacity of 1,515 acre-feet. This structure originally was used to deliver <br />water to Amity with Ft. Lyon receiving water from Amity by exchange. In 1984 the Fl. Lyon Canal <br />Company constructed a pump and pipeline on Thurston Reservoir so that the water could be <br />pumped from the reservoir back into the Ft. Lyon Canal. Thurston Reservoir is a minor source of <br />additional supply to the company (Tipton and Kalmbach 1987). <br /> <br />In 1983 the company developed a Feasibility Report for the Rehabilitation and Betterment of the <br />Fort Lyon Canal System (Tipton and Kalmbach 1983). The report was initiated in part to obtain <br /> <br />3-2 <br />
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