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SEDCAD+ CHANNEL DESIGN <br />Pond 005 Outflow Channel - 35 Year Euent <br />T <br />D <br />d <br />Riprap - Steep Slope Design - S1MOns/4SM Method <br /> w! Freeboard: <br />Discharge = 165,90 cfs Depth Id] = 0.73 ID = 1,03] ft <br />BattaM (b] = 15,00 ft Top width it] = ig.37 IT = 21,17] ft <br />Side slopes (~] = 3,0:1IL] 3,0:1[R] Velocity = 13,35 f s <br />Bed Sloe = 15,00 / Hydraulic Radius = 0,64 ft <br />Manning s n = 0.040 Froude nu~ber = 3,90 <br /> DMax = 1,56 ft 118,75 in] <br /> D50 = 1.35 ft 115,00 in] <br />• D10 = 0,43 ft (5,0~] • <br />