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<br />l <br />.' <br />, <br /> <br />'i". <br />!: <br /> <br />I, <br /> <br />Appendix A-15 <br /> <br />:: <br /> <br />Inflow (cfs) to Kth FPC other than that transmitted <br />over the weir (levee) from the main river, or <br />levees of adjacent (upstream and/or downstream) <br />FPC; I index goes from 1 to ITEH (card (2)). <br /> <br /> <br />QPU(I,K) <br /> <br />(~1) QPU(I,K) - 8 F 10.0 <br /> <br />Note: Card (~2) is omitted if NQLP(K) : 0, (card (38)). <br /> <br />QLP(I,K) <br /> <br />(~2) QLP(I,K) - 8 F 10.0 <br /> <br />Specified total pump discharge (cfs) for Kth FPC; I <br />index goes from 1 to ITEH (card (2)). <br /> <br />Note: <br /> <br />Cards (~3 - ~~) are omitted if NPLD - 0, (card (37)). <br /> <br />(~3) <br /> <br />COFF(I,K) <br /> <br />COFF(I,K) - 8 F 10.0 <br /> <br />Coefficient of discharge for flow over levee <br />separating the Kth and Kth.l FPC; coefficient is <br />product of the broad-crested weir coefficient (2.6 <br />to 3.2) and the length (ft) of the weir crest; the <br />coefficient varies with elevation (HCFF(I,K)); I <br />index goes from 1 to 8. <br /> <br />HCFF(I,K) <br /> <br />(~~) HCFF(I,K) - 8 F 10,0 <br /> <br />Elevation (ft. m.s.l.) associated with the discharge <br />coefficients (COFF(I,K)); elevations start at the <br />lowest point along the levee crest and proceed <br />'lpward; I index goes from 1 to 8, <br /> <br />Note: <br /> <br />Cards (38 - ~~) are repeated as K index goes from 1 to ABS(KCG). <br /> <br />(~5) <br /> <br />NPM - I 10 <br /> <br />NPM <br /> <br />Total number of pumps in all of the FPCts; maximum of <br />25 all owed. <br /> <br />Note : <br /> <br />Cards (~6 - ~8) are omitted if NPM:O (card (~5)), <br />