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SEDCAD 4 for Windows <br />14 <br />w/o Freeboard w/ Freeboard <br />is D50: 0.00 in <br />Dmax: 0.00 in <br />Structure #3 (Cu/vertl <br />CCW -10 <br />Culvert Inputs: <br />U <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />30.00 10.00 0.0120 6.00 0.00 0.9( <br />Design Discharge = 0.73 cfs <br />Minimum pipe diameter: 1 - 4 inch pipe(s) required <br />Structure #4 6R1:"rap Channe/) <br />DCW -10 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />a Sideslo Sideslo a Sloe <br />Slope ) <br />Width (ft) <br />Depth (ft) % of Depth <br />Ratio Ratio <br />(VxD) <br />4.00 1.5:1 1.5:1 40.0 <br />0.30 <br />Riprap Channel Results: <br />PADER Method - Mild Slope Design <br />• <br />Filename: DCW10,11,12 CCW10.sc4 <br />Printed 10 -07 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.82 cfs <br />Depth: <br />0.00 ft <br />Top Width: <br />0.00 ft <br />Velocity: <br />0.00 fps <br />X- Section Area: <br />0.00 sq ft <br />Hydraulic Radius: <br />0.000 ft <br />Froude Number: <br />0.00 <br />Manning's n: <br />0.0000 <br />Dmin: <br />0.00 in <br />D50: <br />0.00 in <br />Dmax: <br />0.00 in <br />• <br />Filename: DCW10,11,12 CCW10.sc4 <br />Printed 10 -07 -2010 <br />