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<br />Line <br /> <br />(R) <br />FC{KK,2) , <br /> <br />(R) <br />FC{KK,3) - <br /> <br />(R) <br />FC{KK,S) - <br /> <br />(R) <br />CHLEN(KK) , <br /> <br />(R) <br />XLEN(KK) - <br /> <br />(R) <br />D15T (KK,I) - <br /> <br />(R) <br />EL (KK,l) - <br /> <br />3,7 <br /> <br />]fari ab 1 e~~ <br /> <br />Array of average channel widths for the reach of channel within <br />grid element (KK) (feet). <br /> <br />Array of average channel depth for the reach of channel within grid <br />element (KK) (feet). <br /> <br />Array of initial flow depth for the reach of channel within grid <br />element (KK) (feet). <br /> <br />Array of channel length betwl~en the grid node (KK) and the nex1;(v , <br />downstream channel node (feet). <br /> <br />Array of channel 1 ength contained wi thi n the grid el ement (KK) <br />(feet). <br /> <br />Array of distances from the channel to the closest point on the grid <br />(KK) boundary which overbank flow can reach (to the right side <br />looking downstream) (feet). <br /> <br />Array of elevations for the po"lnt on the 9rid element (KK) boundary <br />defined by the distance D15T (KK,l) (feet). <br /> <br />(R) <br />D15T (KK,2) , Array of distances from the channel to thE! closest point on the left <br />grid (KK) boundary which overbank flow C,ln reach (feet). <br /> <br />(R) <br />EL(KK,2) , <br /> <br />(1) <br />NCH 1 - <br /> <br />(1) <br />NPCHl - <br /> <br />(1) <br />NCHO - <br /> <br />(1) <br />NPCHO ' <br /> <br />(1) <br />N5TA - <br /> <br />Array of elevations for the point on the I~rid element (KK) boundary <br />defined by the distance DI5T(KK,2) (feet). <br /> <br />Number of inflow boundary grid elements for the channel. <br /> <br />Number of pairs of inflow hydrograph entries for the channel. <br /> <br />Number of outflow boundary gr"id elements for the channel. <br /> <br />Number of sets of outflow hydrograph entries of the channel. <br /> <br />Number of stage,discharge grid elements for the channel. <br />