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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 />(1] = Number of reference listed in Table 1 <br /> <br />(b) Varies by discharge <br /> <br />o <br /><=> <br />l\) <br />. <br />(0 <br />U) <br /> <br />na = No inCormalion <br /> <br />(a) Varies by monlh <br /> <br />(c) Kicking Bird Canal 10 Ihe Greal Plains Reservoirs <br /> <br />(d) Fort Lyon Canal Headgate to Kicking Bird Canal Headgate <br /> <br />(c) Prior to Pueblo Reservoir <br /> <br />(I) Average afler Pueblo Reservoir <br /> <br />(j) From Kicking Bird bifurcation through Sanlanta Canal 10 Queen Reservoir <br /> <br />(I) Calculated from loss rates measured for parliallength of canal <br /> <br />(n) Typical <br /> <br />(p) Same as reference (10), Lalerallosses estimaled 10 be 5 percent from reference [10] <br /> <br />(q) Reported 50 percent as conveyance loss, estimated to be 45 percenl canal and 9 percenllaleral <br /> <br />(r) Approximated based on a reported field efficiency of 75 1080 percenl and an overall efficiency of delivery of 70 percenl <br /> <br />- <br />
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