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<br />.. <br /> <br />Oh0557 <br /> <br />Record #9: Calculation of hydrologic states (optional). <br /> <br />1. Number of reservoirs in subsystem. <br />2. Network node numbers in the subsystem. <br />3. Fraction for AVE. lower bound and AVE. upper bound. <br /> <br />Record #10: Conversion factors (optional). <br /> <br />CONFLO is the conversion factor for links flows. For <br />example, suppose that flows are currently in units of 1000 acre- <br />feet per week, and it is desired to change this to average cubic <br />feet per second over one week. Since 1000 AF/wk is equivalent <br />to 72.023 cfs, then we would set CONFLO = 72.023; CONDEM <br />is the conversion factor for demands; CONINF is the conversion <br />factor for unregulated inflows; CONPOW is the conversion <br />factor for power generation. Default values equal one for all <br />conversion factors [all floating point entries; accuracy up to <br />F10.0 format]. <br /> <br />Record #11: Reservoir operational criteria. <br /> <br />1. Relative priority or ranking for each year, quarter, br <br />week. [This is a number between 1 and 99 with lower <br />numbers representing a higher priority for conserving <br />storage. If the demand rank numbers in Record 7 are set <br />lower than those for the reservoirs, this will insure that all <br />demands are satisfied before storage is conserved] [integer <br />entry]. For hydrologic state option, input priorities for <br />AVE, WET, DRY states. <br />2. Desired storage levels as fraction of maximum capacity <br />(Le., whichever capacity was read into Record #4). These <br />levels are maintained according to the above ranking. <br />(For hydrologic state option, these distributions must be <br />entered for each hydrologic state.) [real numbers; up to <br />three place accuracy] <br /> <br />28 <br />