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<br />0012n <br /> <br />C1(I}, C2(I), <br />C3 (I) <br /> <br />C602A(I) <br /> <br />OAT <br /> <br />DEMAND(I,J,K} <br /> <br />K = 19 <br /> <br />For an export, this value is the <br />quality of the export. <br />GMV - lag the return flow <br />SUR - do not lag the return flow <br />Index of the reach where the return <br />flow returns. <br />Inflow sequence index where the <br />return flow returns. (Note: Lagged <br />return flows must return at these- <br />quence point immediately downstream <br />of the demand creating the return <br />flow.) <br />Percent of return flow which is re- <br />turned to the river. This accounts <br />for transmission losses. (This is <br />currently set to 100% by SMDID be- <br />cause transmission losses are not <br />read into SMDID.) <br /> <br />K = 20 <br /> <br />K = 21 <br /> <br />K = 22 <br /> <br />K = 13, 14, 17-22 are read from CONUSE cards <br />in READER. <br />K = 13, 14, 17, 18, and 22 are also read from <br />TRNCUS cards in READER. <br />K = 1-12, 15, 16 are computed. <br /> <br />Coefficients in the multiple regression equa- <br />tions used to compute the error term in the <br />spring runoff prediction for Lake Powell. <br /> <br />I = Month number, January through June. <br />(I=1,6) <br /> <br />Read from FORCST cards in INITIAL. <br /> <br />602(a) equation variables. <br /> <br />I = 1 Length of critical period. (years) <br />I = 2 Average inflow of critical period. <br /> (acre-feet) <br />I = 3 Upper basin depletion shortage. (%) <br />I = 4 Minimum power pool to preserve. <br /> (acre-feet) <br />I = 5 (Not used) <br /> <br />Read from 602A card in INITIAL. <br /> <br />Date of run. (stored in A10 format). <br />Returned from function UDATE in INITIAL. <br /> <br />Diversions and processing information. <br /> <br />I = Index of the-reach where the diversion is <br />located. <br />J = Demand sequence index. <br /> <br />18 <br />