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<br />/ <br /> <br />., <br /> <br />(computed headgate diversion) as the headgate demand time series. However, the <br />explicitly modeled structures will have different historical diversion and headgate <br />demands (the same time series used in the Phase II work). Again, efficiencies for <br />aggregate structures will be set using the seteffl) option. <br /> <br />3. Update the documentation for the demandts utility. <br /> <br />Deliverable: <br /> <br />· An updated demandts utility that generates a historical diversion file (.ddh) mixing <br />explicit historical diversions and those calculated from irrigation demand for aggregate <br />structures. Efficiencies for aggregate structures will be supplied by the modelers. A <br />report will be generated showing crop and irrigation demand information for the <br />aggregated structures. <br />· An enhancement to the previous deliverable such that demandts will generate the <br />demand time series file (.ddm) containing time series for explicitly modeled diversions <br />as well as time series for aggregate diversion structures. Efficiencies for aggregate <br />structures will again be supplied by modelers. <br />· Updated on-line documentation for the demandts utility consisting of an updated man <br />page and HTML file. <br /> <br />3.06 Update the watright utility to aggregate reservoir water rights <br /> <br />Objective: <br /> <br />Update the makenet and watright utility to perform aggregation of reservoir storage water rights. <br />Aggregation will be very similar to the aggregation of diversion water rights. <br /> <br />Approach: <br /> <br />I. Update the makenet utility by adding a node type to represent aggregate reservoirs. <br />An appropriate symbol and labeling convention will be implemented and tested. It is <br />assumed that labeling conventions will be similar to the aggregate diversions. <br />2. Update the watright utility to aggregate all storage water rights in a selected basin or <br />list of water districts for structures not explicitly modeled to produce one aggregate <br />reservoir node. Stock ponds will not be considered. This will in general be done using <br />the same procedure outlined for diversions except that the modeler will not specifY the <br />list of reservoirs to aggregate (all reservoirs with valid storage rights will be <br />aggregated). As with diversions, the utility will allow all resulting water rights to be <br />saved in the water rights file or will allow an weighted admin number water right to be <br />used (based on the water rights classes determined for the basin during the diversions <br />analysis) and will generate a summary report describing the aggregation. Note that <br />watright will not generate the cumulative absolute water right versus admin number <br />plot for reservoirs (the water rights class break points will be determined from <br />agricultural diversion absolute rights). The utility will output the resulting rights to the <br /> <br />0060 <br /> <br />9 <br />