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<br />I <br /> <br />I <br /> <br />I <br /> <br />F. Operation of Alternative Project Confi~urations <br /> <br />I <br /> <br />The many possible project configurations were examined through <br />project operation studies which simulate the operation and administra- <br />tion of a specified project. Each operation study or simulation or <br />"run" represents 35 years of monthly operation. Each simulation is <br />the computation of the amount of water distributed to each canal. each <br />reservoir and each group of irrigation water users according to an <br />established set of rules. These operating rules are consistent with <br />the existing water rights system. with hydrologic principles and with <br />assumptions made about the operation of a consolidated irrigation <br />system incorporating new storage and additional canals. <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />The operation studies began with the simulation of the existing <br />system. This is the simulation of operations with the existing canals <br />operating to serve existing lands in Scenario A and then expanded to <br />include new lands which might be served in Scenarios B, C and O. <br />These base simulations show an irrigation water shortage which can be <br />used as the basis for measuring the benefits of proposed project <br />features. The shortages presented below are the average annual amount <br />of irrigation water needed but not delivered. for selected project <br />configurations. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Project Configuration <br /> <br />Service Area <br />(Acres) <br /> <br />System <br />Basic Shortage <br />(Ac-Ft/Yr) <br /> <br />I <br /> <br />Al <br />A2 <br />Bl <br />B2 <br />C1 <br />C2 <br />01 <br />02 <br /> <br />9.150 <br />9,150 <br />15,750 <br />17.700 <br />15,750 <br />17,700 <br />16,150 <br />18,100 <br /> <br />14.352 <br />14,352 <br />30.003 <br />33.420 <br />30.003 <br />33.420 <br />30.541 <br />33.958 <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />Subsequent operation studies included various reservoirs and <br />canals of different sizes and in different combinations. The average <br />annual shortages resulting from these studies are less than those of <br />the base run. The amount by which the shortage is reduced over that <br />observed for the base run is the benefit or yield generated by that <br />project configuration. This yield is the basis for evaluating the <br />effectiveness of various project features and configurations. <br /> <br />I <br /> <br />I <br /> <br />1-9 <br /> <br />I <br />