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<br />I <br />I <br />I- <br />I <br />I <br />I <br />I <br />I <br />I <br />r_ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />,- <br />I <br /> <br />CONTENTS <br /> Page <br />EXECUTIVE SUMMARY i <br />1 INTRODUCTION 1 <br /> 1.1 Purpose of study 1 <br /> 1.2 Site description 2 <br />2 TASK 1 RESUL TS - ORCHARD MESA POWER CANAL <br /> ENLARGEMENT STUDY 3 <br /> 2.1 Costs of increasing power canal capacity to 860 cfs 3 <br /> 2.2 Benefits of increasing power canal capacity to 860 cfs 5 <br /> 2.2.1 Hydropower generation benefit 6 <br /> 2.2.2 Crop production benefit 7 <br /> 2.2.3 Water-right maintenance benefit 7 <br /> 2.3 Benefit/Cost analysis 7 <br />3 TASK 2 RESULTS - ORCHARD MESA POWER CANAL <br /> OVERTOPPING STUDY 9 <br /> 3.1 Objective and background 9 <br /> 3.2 Alternative solutions 9 <br /> 3.2.1 Option 1 - Rapid Creek overflow weir 9 <br /> 3.2.2 Option 2 - I nterceptor channels 10 <br /> 3.2.3 Option 3 - Orchard Mesa Power Canal cap 10 <br /> 3.2.4 Other solutions 11 <br />4 TASK 5 RESULTS - STOKES GULCH INVERTED SIPHON <br /> REPLACEMENT STUDY 12 <br /> 4.1 Objective and background 12 <br /> 4.2 Replacement alternatives 12 <br /> 4.2.1 Pre-cast replacement option 12 <br /> 4.2.2 Cast-in-place option 13 <br />5 REFERENCES 14 <br /> <br />2616-R1 <br /> <br />Orchard Mesa Irrigation District <br /> <br />Water Management Consultants <br />