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<br />Formulatirln of Alternatives <br /> <br />The end-p duct of the project element identification and selection process was a list of the project elements best <br /> <br /> <br />suited to s rving the irrigation requirements of the study area. These elements were then combined into various <br /> <br /> <br />alternative projects for further evaluation. The alternatives were developed to provide some or all of the <br /> <br /> <br />functions. oposed in the 1985 reconnaissance study and to be complementary. This last criteria meant that the <br /> <br />alternative 'were structured so that the construction of one of the smaller alternatives would not preclude the <br /> <br />later cons :uction or hamper the intended functioning of any of the other alternatives. In addition, the <br /> <br />alternative were formulated to minimize both the cost to construct the facilities and the cost to operate the <br /> <br /> <br />system. <br /> <br />The criter established to guide this study specified that the High Elevation System proposed in the 1985 <br />reconnaiss nce study was the maximum system which could be considered. The reservoir sizes recommended in <br />the 1985 r 'connaissance study were, therefore, the maximum considered in this study. The reservoir capacities <br />proposed i this study provide very little carry-over storage from one year to the next. The 80 percent reliability <br />criterion a d the assumed cropping patterns indicate that carry-over storage would not be higWy beneficial for <br />cash crops but would instead be a very expensive source of water for marginally irrigated grass hay/pasture. In <br />addition, a :review of the proposed alternatives indicates that enlargement of the reservoirs for carry-over storage <br />would be p ysically impractical or incompatible with other plan elements and would increase costs significantly. <br /> <br />The prod ct of the project formulation process was four alternative project configurations designated as <br />Alternativ s G, L, Hand W. These projects represent various levels of development, with Alternatives G and L <br />being the ,implest systems, Alternative H being a combination of G and L and Alternative W the maximum <br />system. TIlCse alternative project configurations are described subsequently. <br /> <br />Descrlotio of Alternative Protect Confl~uratlons <br /> <br />The four ternative configurations developed in this study were formulated so that they could be implemented <br />using a st ging sequence. Using this process, Alternatives G and L were formulated so they could function <br />independe 'tly or be combined with additional elements to form Alternative H. Alternative H combined with <br />additional 'Iements comprises Alternative W, the maximum alternative considered. This formulation allows <br />flexibility s. that an alternative selected due to financing constraints could be expanded into a larger alternative <br />when addi 'onal financing becomes available at a later date. This could be accomplished by simply adding the <br />remaining lements of the next alternative system. <br /> <br />V.7 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />. <br />