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SED~AD+ CHANNEL DESIGN <br />FOND li EMERGENCY SPILLWAY {REST) <br />T <br />D <br />d <br />Riprap - Mild Slape Design <br /> wf Freeboard: <br />Discharge = 38,18 c£s Depth {d) = 1,11 {D = 1,41) £t <br />BottoM (b) = 15,88 £t Tap width {t) = 21,fi5 {T = 33,45) £t <br />Side slopes {Z) = 3,8:1{L) 3,8:1{Rl Velocity = 1,88 £ s <br />Bed Slade = 8,35 'I. Hydraulic Radius = 8.9z £t <br />Manning s n = 8,838 Froude nuMber = 8.34 <br /> DMax = 1,58 £t {1$,88 in) <br /> D58 = 8,75 £t { 9,88 in) <br /> <br />