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<br /> <br />CU2~4G <br /> TABLE 6 <br /> CANAL DESIGN CHARACTERISTICS (PLAN I) <br /> Canal Design Bottom Canal Canal <br />Reach Land Oischarge** Width Oepth Length <br />Number (Ac) (cfs) (ft) (ft (miles) (miles) <br />1 4,600 2,100 25 13 75 <br />2 32,400 3,200 28 14 465 <br />3 900 1,100 19 9 25 <br />TOTAL 37,900* 565 <br /> <br />* Does not include 105 acres for pumping plant facilities <br />** Accumulated system discharges <br /> <br />Pumping stations will lift the transfer water approximately 2,610 <br />feet in elevation utilizing 21 pumping plants with an estimated <br />electrical requirement of 7.5 billion Kilowatt hours of energy per <br />year. The proposed pump station locations and estimated lifts are <br />shown on Figures 10, 11, and 12. One inverted siphon is used in <br />crossing the Red River carrying an estimated 2,100 cfs and is approxi- <br />mately 10,700 feet in length. <br /> <br />New crossings or bridges are required in Plan I for 21 railroads, <br />30 pipelines, 3 interstate highways, 28 U.S. highways and 43 State <br />highways. <br /> <br />Plan II. Plan II has approximately B60 miles of conveyance <br />appurtenances, including 30 pumping plants. Figure 9 shows the pro- <br />posed plan with Figures 13, 14, and 15 showing the hydraulic profile <br />with pump station locations. This plan is designed to accommodate <br />10,910,000 acre-feet (includes estimated losses) from six source/ <br />storage sites. These six sources for the transfer of water are <br />as follows: <br /> <br />1) Oes Arc Site (White River near Clarendon, Arkansas) <br />2) Saline Site (Arkansas River near Pine Bluff, Arkansas) <br />3) Tulip Site (Ouachita River near Camden, Arkansas) <br />4) Bodcau Site (Pearl River near Fulton, Arkansas) <br />5) Naples Site (Sulphur River near Oarden, Texas) <br />6) Carthage Site (Sabine River near Tatum, Texas) <br /> <br />017 <br />