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<br />Ie <br />, <br /> <br />-.J <br /> <br />. <br /> <br />- <br /> <br />, <br /> <br />0727 <br /> <br />Water distribution: <br /> <br />1. Monthly demand by each canal. <br /> <br />2. Water rights and appropriation dates for each canal. <br /> <br />3. Location of each canal headgate and irrigated land under <br /> <br />the canal. <br /> <br />4. Pumping capacity of wells in each reach-band-side combination. <br /> <br />Each month of simulation, the stream outflow from a reach is <br /> <br />calculated by adding the main stem inflow, tributary inflow, steady <br /> <br />ground-water inflow, and return flow fro~ recharged applied irrigation <br /> <br />~ater and precipitation, and subtracting canal diversion and stream <br /> <br />depletion by wells and by evapotranspiration from the shallow water <br /> <br />table. The functional relationships between aquifer stresS and stream <br /> <br />response is used to determine the timing between the stress and the <br /> <br />rC'spoose. These relationships also detennine. tht::: change i.n ground-t...acf:r <br /> <br />storage in each reach and side each month. <br /> <br />i <br />.1 <br /> <br />.' <br /> <br />9 <br /> <br />~ <br />