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<br />GGSS <br /> <br />Conclusions <br /> <br />The physical possibility of artificially recharging the ground water <br />in the South Platte study area was determined by analyzing four <br />selected test areas in detail. Recharge requirements were then <br />estimated for the remainder of the study area and three alternative <br />means of conveying water to recharge sites were considered, These <br />alternatives are (1) construction of all new conveyance facili~ies, <br />(2) use of existing canals in the area, and (3) a combination of new <br />and existing facilities. The analyses indicated that it is physically <br />possible to recharge the alluvial aquifer in the study area, but some <br />problems associated with high water tables and differences in water <br />quality may be expected in some areas. Costs and benefit analyses <br />were then made for the combination system since this appeared to be the <br />most reasonable approach, <br /> <br />The ground-water recharge alternative examined during this study is not <br />economically justified with a direct benefit cost ratio of 0.82 at the <br />current interest rate. In addition, this alternative would serve only <br />the single purpose of irrigation and would provide only about 58 percent <br />of the water supply to irrigation that could be provided by the <br />multiple-purpose Narrows Unit, It would not meet any of the flood <br />control, recreation, or fish and wildlife needs that would be met by <br />the construction of Narrows Dam and Reservoir. Therefore, it is concluded <br />that the multiple-purpose Narrows Unit is a more effective project <br />economically and would meet a greater portion of the needs for the-area. <br />Furthermore, the recharge alternative will require pumps to recover the <br />ground water with an estimated annual energy requirement of 5,700,000 <br />kilowatt-hours (equivalent to 3,350 barrels of oil annually). <br /> <br />The results of the ground-water recharge analysis have been arrayed <br />in comparison with pertinent data from the Narrows Unit as shown in <br />table 8. <br /> <br />55 <br />