Laserfiche WebLink
<br /> TABLE 7 <br />CANAL OESIGN CHARACTERISTICS (PLAN II) <br /> Canal Oesign Bottom Canal Canal <br />ROW Flow* Width Oepth Length <br />(Acres) (cfs) (ft) (ft) (miles) <br />5,100 5,700 39 20 59 <br />1,100 14,500** 60 30 9 <br />1,300 14,500** 60 30 10 <br />3,100 10,700 54 2B 28 <br />6,000 12,700 58 29 51 <br />9,300 l4,BOO 60 30 76 <br />58,100 17,700 76 30 463 <br />6,100 1,200 56 28 125 <br />1 ,300 2,900 28 14 24 <br />93,000 B45 <br /> <br /> <br />The maximum source pumpin9 rates for these sites are shown in Table 3 <br />and the maximum source yields are shown in Table 5. The canal design <br />for Plan II is essentially the same as Plan I except that Plan II is <br />much larger than Plan I and includes four additional water sources and <br />related appurtenances. Table 7 shows the canal parameters for Plan II. <br />Approximately 93,000 acres are needed for rights-of-way in Plan II. Of <br />that amount, approximately 1,600 acres are for minor feed canals and <br />pump stations. The reaches for Plan II are shown on the hydraulic <br />profiles on Figures 13, 14, & 15. <br /> <br />Reach <br />Number <br /> <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />TOTAL <br /> <br />*Accumulated system discharges <br /> <br />**Includes Oes Arc canal transfer flows, plus Arkansas River source <br />flows for temporary storage in Saline site. <br /> <br />01B <br />