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C153333 Feasibility Study
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C153333 Feasibility Study
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Last modified
3/27/2014 11:43:55 AM
Creation date
10/5/2006 11:59:50 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153333
Contractor Name
Beaver Park Water, Inc.
Contract Type
Loan
Water District
12
County
Fremont
Bill Number
SB 80-67
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />V-4 <br /> <br />2, replacement of the sluice gate with a ]O-inch <br />round gate; <br />]. replacement of the diversion gate with a ]6- <br />inch square gate; <br />4. possible addition of a secondary 18-inch round <br />diversion gate for low flows; <br />5, and addition of a sand trap in the pipeline <br />below the diversion dam. <br />Upper Canal <br />The upper canal of the Beaver Park irrigation system <br />runs from the outlet of the aqueduct westward to Brush Hollow <br />Reservoir. The total length of the canal is 20,150 feet. <br />The total fall of the canal is 24 feet with an average grad- <br />ient of ,0012, The ditch was dug by men and horses and it <br />traverses considerable lengths of limestone outcrops, As a <br />result, the gradient of individual canal segments varies <br />widely, from ,000] up to .005, The average gradient of the <br />first 10,000 feet is .0008 and of the second 10,000 feet is <br />,0014. <br />Nine laterals withdraw water from the upper canal for <br />delivery to irrigation or directly to the lower canal for <br />distribution to other laterals, The present total capacity <br />of the laterals is about ]0 cfs, Figure 2 shows a profile <br />of the ditch and the location of the laterals and their numb- <br />ers. The distance stations on the canal are in hundreds of <br />feet from the parshall flume, The present conveyance capacity <br />of the upper canal is about 50 cfs when all of the laterals are <br />operating and water can flow into Brush Hollow Reservoir. <br />Cross-sections of the ditch at 1000-foot intervals are in- <br />cluded in the appendix. <br />The first 700 feet of. the ditch below the parshall flume <br />is contained in a concrete and rock masonry channel because <br />of the steep gradient through a rock outcrop, West of that <br />section, the canal is unlined and has an earthen or rock <br />bottom, depending upon the presence of rock outcrops. The <br />ditch width varies from 10 to 20 feet and flow depths range <br />up to about] feet. Maintenance of the channel section and <br />
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