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<br />~ <br /> <br />!e <br /> <br />.e <br /> <br />"> <br /> <br />O[l3n3'~ <br /> <br />timing. <br /> <br />Based on the user scenarios and a review of the available models a set of <br />generic functional models were developed, These are listed in the following <br />section. <br /> <br />River Basin Simulation <br /> <br />Scenario Reference: Annual Operations Planning <br /> <br />Functional Specifications: <br /> <br />. Monthly time step. <br /> <br />. Variable time span (horizon) from two months to several years, <br /> <br />. Simulate power generation. <br /> <br />. Policy is modifiable (rule curves, demand. law of the river). <br /> <br />. Accepts historical, synthetic and forecasted hydrologic inputs. <br /> <br />. Different system configurations are easy to build and modify, The <br />aggregation/disaggregation of the diversion nodes is allowed, <br /> <br />. Input/output of multiple runs is handled automatically through a <br />data base, <br /> <br />. May handle water rights, <br />. May handle water quality (salt, mass balance). <br /> <br />Water Rights Operations <br /> <br />Scenario Reference: Water Rights Administration 2.4. 3,7 <br />Functional Specifications: <br />. Allocates natural flow which is determined by flow paI1itioning (or <br />forecasted) model. <br />. Daily time step, <br />. Variable spatial scale. <br />. Allocation is based on prior appropriation water rights, <br />. Handle all water rights in the basin. <br />. Handle selected e)(change operations. augmentation plans, and <br />regervoir operations"ana,ditch diversions. <br />. Account for riyer gains or losses (user or adminisrralOr supplied), <br /> <br />DAMES& MOORE/CA DSWES-lS <br />