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<br />'~<',i~.'~). ;,~,~': ~,,~H:~i,,'~!:~~ig,'il~;t,SHx~Q1.:il;.;l;1'lJimHiJn..~NHI~ru~)F:m:~ " , . <br /> <br />[ <br /> <br />. <br /> <br />Appendix A-16 <br /> <br />[ <br /> <br />. <br /> <br />(46) <br /> <br />Note: <br /> <br />(47) <br /> <br />(48) <br /> <br />Note: <br /> <br />Note: <br /> <br />(49) <br /> <br />(50) <br /> <br />IPMPL(L), NXPO(L), PEMN(L), PEMX(L) - 2 I 10, 2 F 10.0 <br /> <br />[ i <br />[ l~ <br />[ I~ <br />[ ,- <br />['r- <br />l ,I <br />[ I- <br />(-II <br />[ I <br />[JI <br />I <br />I . <br />( I. <br />I <br />I II <br />(I <br />I Il <br />. I <br />I I <br />I <br /> <br />IPMPL(L) Number of the Kth FPC in which the Lth pump is <br /> located; L goes from 1 to NPM. <br />NXPO(L) Number of the cross section immediately upstream <br /> of 6x reach where the Lth pump discharges into main <br /> river. <br />PEMN(L) Elevation (ft, m.s.l.) of water in Kth FPC when Lth <br /> pump starts pumping. Kth Lth <br />PEMX(L) Elevation (ft. m.s.l.) of water in FPC when <br /> pump stops pumping. <br /> <br />Cards (47 - 48) are omitted if NQLP(K) = 1, (card (38)). <br /> <br />DHP(I,L) - 8 F 10.0 <br /> <br />DHP(I, L) <br /> <br />Head (ft) associated with Lth pump rating C'lrve; I <br />index goes from 1 to 8; head starts at smallest and <br />proceeds to greatest; negative head may be <br />spec if i ed. <br /> <br />OP(I,L) - 8 F 10,0 <br /> <br />OP(I, L) <br /> <br />Pump discharge (cfs) associated with Lth pump rating <br />curve; I index goes from 1 to 8; each value is <br />associated with its corresponding DHP(I,L) value. <br /> <br />Repeat cards (46 - 48) as L index goes from 1 to NPM. <br /> <br />Omit cards (49 - 50) if LQ=O (card (20)). <br /> <br />LQX(K) - 8 I 10 Format <br /> <br />LQX(K) <br /> <br />Number of <br />la teral <br />(20)). <br />number r <br />outflow <br /> <br />cross section immediately upstream of <br />inflow/outflow; K goes from 1 to LQ (card <br />If LQX(K) is specified as a negative <br />this indicates that the reach may have <br />via broad-crested weir flow. <br /> <br />QL(L,K) - 8 F 10.0 Format <br /> <br />QL(L,K) <br /> <br />Lateral inflow (cfs) for Kth lateral inflow point; L <br />index goes from 1 to ITEH (mrd (2)); ordinates of <br />lateral inflow hydrograph have same times as those <br />of reservoir inflow hydrograph (QI(L)) on card <br />(18)); K index goes from 1 to LQ. <br />