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--~,.... NOTE: QT - ._._11 .-, I! Appendix A-5 crest (ft) less the length of the uncontrolled spillway and gates; if HD is negative, COO is entered as the average discharge coefficient (2.6- 3.2). If CDO is en tered as a negati ve value, the breach will be via piping with the initial center elevation (ft) of the pipe at l-cDOI. Discharge (cfs) through turbines; this flow is assumed constant from start of computations until the dam is X breached; thereafter, QT is assumed to linearly decrease to zero when y. breached. QT may also be considered leaking or constant spillway flow. If this flow is time-dependent, QT is entered with any negative value and the time series for QT is specified via card (12). Cards (10-11) are always read-in for bridges, i.e., YO : 0,0; however for dams (YO>O.O) they are omitted unless HD is specified with a negative sign. HSBR(K,L) BSBR(K,L) (10) HSBR(K,L) - 8 F 10.0 Format Note: ( 12) I I I Elevation (ft, m.s.l.) associated with widths of bridge/culvert opening. Start at invert and proceed upwards, K goes from 1 to NCS. Also, for dams, elevations associated with the variable length of the dam crest. L index goes from 1 to MULDAM (card (2)) which may be maximum of 10; if MULDAM : 0, L goes from 1 to 1. (11) BSBR(K,L) - 8 F 10.0 Format Width (ft) associated with bridge/c'Jlvert opening corresponding to each elevation, HSBR(K,L). Also, for dams, the variable length of dam crest for a given elevation; L and K indices are the same as described for card (10). Card (12) is omitted unless QT (card (9)) is negative. QTT(K,L) QTT(K,L) - 8 F 10.0 Format Variable discharge (cfs) through turbines; this flow is time dependent; K index goes from 1 to ITEH which can assume a maximum val~e of 50; L index is same as described for card (10).