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<br />I <br /> <br />I <br /> <br />TABLE OF CONTENTS (Continued) <br /> <br />I <br /> <br />D. <br /> <br />IRRIGATED AGRICULTURE...................................... <br /> <br />1. Supplemental Water Supplies............................ <br /> <br />2. New Lands.............................................. <br /> <br />HYDROELECTRIC POWER GENERATION............................. <br /> <br />1. Introduction..... ... ... ... ... ... . .. .. ... ... .. . .. ... .. . . <br /> <br />2. Potential Market Area.................................. <br /> <br />I <br /> <br />I <br /> <br />E. <br /> <br />I <br /> <br />3. Power Alternatives at the Hardin Dam Site.............. <br /> <br />a. Pumped-Storage Installation........................ <br /> <br />b. Use of a Low Dam Below Hardin for Re-regulation of <br />Peaking Releases................................... <br /> <br />I <br /> <br />I <br /> <br />c. Improved Management of the South Platte River <br /> <br />Water Systems...................................... <br /> <br />4. Preliminary Arrangement of Power Facilities............ <br />5. Estimated Costs of Hydroelectric Facilities............ <br /> <br />I <br /> <br />6. Power Value Estimates.................................. <br /> <br />7. Comparison of Costs with Estimated Power Values........ <br /> <br /> <br />F. RECREATION AND ENVIRONMENTAL USES.......................... <br /> <br /> <br />G. GROUNDWATER.... ... ... ... ... ........ ... ..... .. ........ ... . .. <br /> <br />I <br /> <br />I <br /> <br />CHAPTER VI <br /> <br />PRELIMINARY DAM AND SPILLWAY DESIGN..................... <br /> <br />I <br /> <br />A. INTRODUCTION............................................... <br /> <br />B. DAM AXIS ALIGNMENT......................................... <br /> <br />c. FACILITIES DESIGN.......................................... <br /> <br />I <br /> <br />1. Embankment Design and Foundation Treatment............. <br /> <br />a. Introduction....................................... <br /> <br />I <br /> <br />b. Foundation Cutoff.................................. <br /> <br />c. Embankment Core.................................... <br /> <br />I <br /> <br />d. Internal Drains.................................... <br /> <br />e. Embankment Shells.................................. <br /> <br />f. Slope Protection................................... <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />xi <br /> <br />I <br /> <br />Page <br />V-5 <br />V-6 <br />V-6 <br />V-7 <br />V-7 <br />V-7 <br />V-8 <br />V-8 <br /> <br />V-IO <br /> <br />V-I) <br />V-I) <br />V-I4 <br />V-I5 <br />V-I6 <br />V-26 <br />V-27 <br />VI-I <br />VI-I <br />VI-I <br />VI-2 <br />VI-2 <br />VI-2 <br />VI-2 <br />VI-4 <br />VI-5 <br />VI-6 <br />VI-7 <br />