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<br />\ <br />t <br />I <br />, <br />=.~~ I <br />m~ <br /> <br />o. Input data <br /> <br />(1) All data cards use the first two columns for identification. <br /> <br />(2) Most data cards are optional and can be omitted unless options <br />are desired (e.g., J3-J8, etc.). <br /> <br />(3) Input is coded into 8 column fields for all input except for <br />one optional flow data fonnat of 6 collJlln fields. <br /> <br />(4) A blank field is taken as a zero input. <br /> <br />(5) All cards used must be in correct order as shown on card <br />summary and control points must be in order of treatment in routing and <br />combining flows. <br /> <br />(6) Metric or English units can be used. <br /> <br />p. Output <br /> <br />(1) Input data card images and a rearranged labeled input summary are <br />provided unless suppressed. Tile following output will .be provided if requested: <br /> <br />(2) Flow data <br /> <br />(3) Results of system operation arranged in downstream sequence <br />for reservoirs and control points. <br /> <br />(4) Reservoir data by period. <br /> <br />(5) Reservoir releases and control point regulated flow by period. <br /> <br />(6) Summary of flooding in system for each flood. <br /> <br />(7) Summary of maximum and minimum values for all floods. <br /> <br />(8) Economic output. <br /> <br />(9) Summaries of expected annual damages for system, and of <br />reservoir and control point costs and system net benefits for flood control. <br /> <br />(10) Frequency curve printer plot. <br /> <br />(11) Hydrologic efficiencies based on mu1tiflood events. <br /> <br />(12) Computation of incremental local flows. <br /> <br />(13) Output error check. <br /> <br />(14) Printer plots forhydrographs at designated control points. <br /> <br />11 <br />