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WSP00550
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Last modified
1/26/2010 12:26:31 PM
Creation date
10/11/2006 9:49:35 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.660
Description
Miscellaneous Small Projects and Project Studies - Highland Breaks Watershed
State
CO
Basin
Arkansas
Water Division
2
Date
11/9/1988
Author
Unknown
Title
Arkansas River Basin - Canal and Lateral Loss Coefficients
Water Supply Pro - Doc Type
Report/Study
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<br />002495 <br /> <br />The fin~1 coefficients used for the major canals in Water District 67 are presented in <br />Table 1. The coefficients presented for ditches outside Water District 67 are preliminary <br />and have not been calibrated to reflect actual diversions from 1940 to 1985. <br /> <br />Lateral losses were estimated to range up to 10% of the headgate diversion less canal loss <br />based on available data (Table 3). The coefficients were estimated to vary as a linear function <br />of canal length, with the longest canal, Ft. Lyon, receiving 10% and the other canals a <br />proportional amount. Results are presented in Table 1. <br /> <br />DN.C25.101-22jkmc <br /> <br />3 <br /> <br />
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