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<br />Appendix A-14 <br /> <br />Note: <br /> <br />(37) <br /> <br />(38) <br /> <br />Cards (37-48) are omitted unless KCG<O. (card (20)). <br /> <br />NPLD <br /> <br />NPLD - I 10 Format <br /> <br />Sequence number of last floodplain compartment on <br />same side of river where first floodplain <br />compartment (FPC) is located; if no flow is <br />transferred from one FPC to an adjacent FPC, let <br />NPLD~O. Compartments are consecutively numbered <br />from upstream to downstream on one side of the <br />river and then continuing in sequence at the <br />upstream end on the other side of the river. <br /> <br />NPXI(K), NXPN(K). NQLP(K). PWELV(K), PCWR(K), PEO(K), QMINP(K) - 3 <br />110, 4 F 10.0 Format <br /> <br />NPXI(K) <br /> <br />NXPN(K) <br /> <br />NQLP(K) <br /> <br />PWELV(K) <br /> <br />PCWR(K) <br /> <br />PEO(K) <br />Q'1INP(K) <br /> <br />Number of cross section immedlatelr upstream of <br />first ax reach where i nfl ow to K h FPC occurs. If <br />(-) val'Je is assigned, the Kth FPC elevation is not <br />updated at each iteration within a time step. <br />(This sometimes can enhance the numerical <br />robustness.) <br />Number of cross section immediately upstream of last ax <br />reach where inflow to Ktn FPC occurs. <br />Parameter indicating if pump discharge within the Kth <br />FPC will be specified by a discharge hydrograph; 0 <br />if no, 1 if yes. <br />Average elevation (ft. msl) of crest of weir (levee) <br />along ax reach where inflow to Kth FPC occurs. <br />Coefficient of discharge for weir flow along ax reach <br />where inflow to Kth FPC occurs; ranges in value <br />from 2.6 to 3.2. <br />Initial elevation (ft. msl) of water surface in Kth <br />FPC at time . O. <br />Minim'.IIl1 discharge (cfs) of total number of pumps in <br />Kth FPC at all times; can be left blank. <br /> <br />(39) PSA(I,K) - 8 F 10.0 <br /> <br />(40) <br /> <br />..-. <br /> <br />PSA(I,K) <br /> <br />Total volume (acre-ft) of Kth FPC below each <br />elevation (PEL(I,K)); I index goes frem 1 to 8. <br /> <br />PEL(I,K) <br /> <br />PEL(I,K) - 8 F 10.0 <br /> <br />Elevation (ft. m.s.I.) associated with each volume <br />(PSA(I,K); eleyations start at the lowest and <br />proceed to the highest; I index goes from 1 to 8; <br />last specified elevation sho~ld be greater than anj <br />expected water elevatlon within the FPC. <br /> <br />[ <br /> <br />[ <br /> <br />[ <br /> <br />[ <br /> <br />[ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />i <br /> <br />II <br />I I <br />I I <br />I I <br /> <br />I <br />. I <br />I <br />I I <br />I I <br />r I <br />I <br />