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PROJ00533
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:56 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153367
Contractor Name
International Engineering Company
Water District
0
County
Rio Blanco
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />CHAPTER V - OPERATION STUDIES . <br />Basic Approach. . . . . <br />Simulation Program. <br />Basic Methodology. <br />AssLmptions and Criteria. <br />Decreed Diversion and Storage <br />Senior Absolute Water Rights. . <br />Senior Conditional Water Rights <br />YJWCD Rights. . . . <br />Return Flows. . . . <br />Minimum Streamflows <br />Simulation Criteria. . . <br />Base Condition. . . . . . . . . . <br />Avery /Sawmi 11 Mountai n A lternat i ves <br />Warner Point Alternative. <br />Pump i ng . . . . . . . . . <br />Operation Studies Results. . . <br />CHAPTER VI - FINAL ALTERNATIVE PLANS. <br />Introduction. . . . . . . . . <br />Design and Estimating Criteria <br />Design Flood. . . <br />Sedimentation . . <br />Cost Estimates. . <br />Avery Project Plan. . <br />Plan Description. <br />Hydrologic Analysis <br />Avery Inflow Design Flood. <br />Reservoir Sizing Analysis. <br />Designs and Cost Estimates. <br />Geology. . . . . . . . <br />Intake System. . . . . <br />Dam and Reservoir. . . <br />Appurtenant Structures <br />Delivery System. . . <br />Potential for Staged Construction. <br />Sawrrill Mountain Project Plan. <br />Plan Description. . . <br />Hydrologic Analysis. . . <br />Flood Study. . . . . <br />Sizing Analysis. . . <br />Designs and Cost Estimates. <br />Geology. . . . . . <br />Intake System. . . <br />Dam and Reservoir. <br />Appurtenant Structures. <br />Delivery System. <br />Warner Point Project Plan. <br />Plan Description. . . <br />Hydrologic Analysis. <br />Flood Study. . . <br />Sizing Analysis. <br /> <br />V-I <br />V-I <br />V-I <br />V-I <br />V-2 <br />V-2 <br />V-3 <br />V-4 <br />V-5 <br />V-6 <br />V-7 <br />V-7 <br />V-7 <br />V-9 <br />V-11 <br />V-11 <br />V-12 <br />VI-l <br />VI-l <br />VI-l <br />VI -1 <br />VI-l <br />VI-3 <br />VI-5 <br />VI-5 <br />VI-5 <br />VI-5 <br />VI-6 <br />VI-6 <br />VI-6 <br />VI-7 <br />VI-8 <br />VI-8 <br />VI-9 <br />VI-IO <br />VI-11 <br />VI-11 <br />VI-11 <br />VI-ll <br />VI-12 <br />VI-12 <br />VI-12 <br />VI-13 <br />VI-13 <br />VI-14 <br />VI-15 <br />VI-16 <br />VI-16 <br />VI-16 <br />VI-16 <br />VI-17 <br /> <br />I <br />I, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br /> <br />i'j <br />
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