Laserfiche WebLink
<br /> <br />TABLE OF CONTENTS (Continued) <br /> <br />D. <br /> <br />IRRIGATED AGRICULTURE...................................... <br /> <br />1. Supplemental Water Supplies............................ <br /> <br />2. New Lands.............................................. <br /> <br />E. <br /> <br />HYDROELECTRIC POWER GENERATION.. e.... . . .. . .. . .., ... . .. ... . .. <br /> <br />1. Introduction........................................... <br /> <br />2. Potential Market Area.................................. <br /> <br />3. Power Alternatives at the Hardin Dam Site.............. <br /> <br />a. Pumped-Storage Installation.............~.......... <br /> <br />b. <br /> <br />Use of a Low Dam Below Hardin for Re-regulation of <br />Peaking Releases................................... <br /> <br />c. Improved Management of the South Platte River <br /> <br />Water Systems...................................... <br /> <br />4. <br />5. <br /> <br />Preliminary Arrangement of Power Facilities............ <br />Estimated Costs of Hydroelectric Facilities............ <br /> <br />6. Power Value Estimates.................................. <br /> <br />7. Comparison of Costs with Estimated Power Values........ <br />F. RECREATION AND ENVIRONMENTAL USES.......................... <br /> <br />G. GROUNDWATER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> <br />CHAPTER VI <br /> <br />PRELIMINARY DAM AND SPILLWAY DESIGN..................... <br /> <br />A. INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> <br />B. DAM AXIS ALIGNliENT......................................... <br /> <br />c. FACILITIES DESIGN.......................................... <br /> <br />1. Embankment Design and Foundation Treatment............. <br /> <br />a. Introduction....................................... <br /> <br />b. Foundation Cutoff.................................. <br /> <br />c. Embankment Core.................................... <br /> <br />d. Internal Drains.................................... <br /> <br />e. Embankment Shells.................................. <br /> <br />f. Slope Protection................................... <br /> <br />xi <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-ll <br />V-ll <br />V-j4 <br /> <br />V-IS <br />V-j6 <br />V-26 <br />V-27 <br />VI-j <br />VI-j <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 /> <br />I.... <br />1.1 <br />\,Id <br />