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<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 />Canal exceeds 570 cfs. This flow rate usually occurs during the <br />months of May and June onl y, and not for the enti re month. Si nce the <br />MODSIM model was set up to model monthly operation, the unregulated <br />inflows FREEl and FREE2 were included in the network to simulate the <br />daily diversions penni ssible during May and June. <br /> <br />Hi storical results were not model ed si nce the unconfined aquifer <br />1 ink in the irrigation system was not included and is a major factor <br />in the overall irrigation water supply. The ability to store Rio <br />Grande Canal direct flow rights in the reservoirs is a recent modifi- <br />cation to reservoir operations and enhances the legal availability of <br />water. The model was run assuming an aggressive stance will be taken <br />regarding storage; all water storage in priority will be stored and <br />all water diverted will be done in priority. <br /> <br />In the following dicussion, the different model runs will be <br />labeled as shown on Table IV-5: <br /> <br />Table IV-5 <br /> <br />Santa r~aria Dam Rehabilitation Feasibility Study <br /> <br />Modeling Scenarios <br /> <br />Scenario <br /> <br />Description <br /> <br />I <br /> <br />Neither dam repaired <br /> <br />II <br /> <br />Both da~s repaired <br /> <br />In each case the two Sj'lRC reservoi rs \~ere assumed to be one- <br /> <br />IV - 16 <br />