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<br />3.8 <br /> <br />line yariables, <br /> <br />(I) <br />NPSlA " Number of pairs of stage'discha,rge entries for the channel. <br /> <br />(I) <br />NCHI ' Number of inflow boundary grid elements for the channel. <br /> <br />(I) <br />NPCHI - Number of pairs of inflow hydrograph entr'ies for the channel. <br /> <br />(I) <br />NCHO ' Number of outflow boundary grid elements for the channel. <br /> <br />(I) <br />NPCHO - <br /> <br />(I) <br />NSlA " <br /> <br />(I) <br />NPSlA ' <br /> <br />(I) <br />KIN (I) - <br />(R) <br />H(I,J,I) - <br /> <br />(R) <br />H(I,J,2) - <br /> <br />(R) <br />H(I,J,3) " <br /> <br />(I) <br />KOUl(I) , <br /> <br />(I) <br />MMB(I) , <br /> <br />(R) <br />HOUl(I,J,l) " <br /> <br />Number of sets of outflow hydrDgraph entries of the channel. <br /> <br />~ . <br /> <br />Number of stage'discharge grid elements for the channe'l. <br /> <br />Number of pairs of stage,discharge entries for the channel. <br /> <br />Array of inflow hydrograph grid elements for the channel. <br /> <br />lime corresponding to the start of the dannel inflow hydrDgraph <br />interval (hours). <br /> <br />Channel di scharge (cfs) correspondi ng to the time i nterva 1 whi ch <br />starts at H(I,J,l). <br /> <br />Sediment concentration by volume (0. ~ H(I,J,3) ~ 1.0) that <br />corresponds to the channel discharge H(I,.J,2) for the time interval <br />which starts at H(I,J,l). <br /> <br />Array of channel outflow grid elements or channe'J grid elements which <br />contain a bridge or culvert. <br /> <br />Array of switches, 0 or 1; MMB(I) = I identifies the channel grid <br />element as containing a bridgl! or culvel"t with a stage'discharge <br />outflow relationship. <br /> <br />Array of maximum depths for which a channel grid element (I) outflow <br />stage-discharge relationship is valid. <br />