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PROJ02011
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Last modified
5/19/2010 9:25:17 AM
Creation date
7/9/2007 9:25:57 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
04000000048
Contractor Name
Lake Canal Reservoir Company
Contract Type
Grant
Water District
0
County
Larimer
Weld
Loan Projects - Doc Type
Feasibility Study
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<br />I <br /> <br />I <br /> <br />Table 7. Water Use Calculations <br /> <br />I <br /> <br />Lake Canal Service Area <br /> <br />TURF <br /> <br />AREA, acres <br /> <br />2310 <br /> <br />I <br /> <br />PEAK SEASON DESIGN <br />IRRIGATION REQUIREMENT, inches/day <br /> <br />OPERATING LOSS, inches <br /> <br />0.23 (3) <br /> <br />(1) <br /> <br />0.06 <br />0.29 <br />55.83 <br />18,192,400 <br />30 <br />3,1 <br />26,9 <br />5183,1 <br />1,688,921,000 <br /> <br />I <br />I <br /> <br />TOTAL DAILY APPLICATION REQUIREMENT, inches <br />TOTAL DAILY APPLICATION REQUIREMENT, acre*ft <br />TOTAL DAILY APPLICATION REQUIREMENT, gallons <br />SEASONAL IRRIGATION REQUIREMENTS, inches <br />SEASONAL EFFECTIVE PRECIPITATION. inches (4) <br />TOTAL SEASONAL IRRIGATION APPLICATION, inches <br />TOTAL SEASONAL IRRIGATION APPLICATION, acre*ft <br />TOTAL SEASONAL IRRIGATION APPLICATION, gallons <br /> <br />I <br /> <br />I <br /> <br />IRRIGATION FLOW REQUIREMENT WITH <br />AN IRRIGATION WINDOW OF 8 HOURS, (gpm) <br /> <br />IRRIGATION FLOW REQUIREMENT WITH <br />AN IRRIGATION WINDOW OF 10 HOURS, (gpm) (2) <br /> <br />(2) <br /> <br />47,376 <br /> <br />I <br /> <br />37,901 <br /> <br />I <br />I <br /> <br />IRRIGATION FLOW REQUIREMENT WITH <br />AN IRRIGATION WINDOW OF 12 HOURS, (gpm) (2) <br /> <br />31,584 <br /> <br />NOTES: <br /> <br />I <br /> <br />1} PROPOSED IRRIGATION SYSTEM OPERATIONAL EFFICIENCY IS ASSUMED TO BE 80%, <br />2) PROPOSED IRRIGATION SYSTEM TAP UTILIZATION EFFICIENCY IS ASSUMED TO BE 80%, <br />TAP UTILIZATION EFFICIENCY IS DEFINED AS THE AVERAGE DESIGN FLOW/AVERAGE AVAILABLE FLOW. <br />3) PEAK SEASON IRRIGATION REQUIREMENT OF 0.23 IN/DAY IS ASSUMED FOR TURF <br />AND IS BASED ON NATIONAL WEATHER SERVICE DATA AND A CROP COEFFICIENT OF 0.80. <br />4) A SEASONAL PRECIPITATION OF 12- INCHES IS USED AND IS BASED ON NATIONAL WEATHER <br />SERVICE INFORMATION. PRECIPITATION IS ASSUMED TO BE 25% EFFECTIVE. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />Aqua Engineering, Inc. <br />June 7, 2004 <br /> <br />Canal Modernization Feasibility Study <br />- 12- <br />
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