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SEDCAD 4 for Windows <br />400.Q r"-J� 1 <br />• Trapezoidal Rlprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Freeboard Freeboard Freeboard <br />Bottom <br />Sideslope Sideslope Slope ( %) <br />Width (ft)) Ratio Ratio <br />I Depth (ft) % of Depth Mule x (VxD) <br />2.00 2.03 10A 10.01 0.30 <br />Riprap Channel Results. <br />PARER Method - Mild Slope Design <br />• <br />- ua <br />ure &3 Pond) <br />Pond Inputs: <br />Initial Pool Bev: <br />WIO Freeboard w/ Freeboard <br />Design Discharge: <br />0.79 cfs <br />Depth: <br />0100 ft <br />--- -------- - ----- <br />Fop Width: <br />0.00 ft <br />Velocity: <br />0.00 fps <br />X-Section Area <br />0.00 sq ft <br />Hydraulic Radius: <br />---- ------- ------ - - ------ —.- ......... <br />Froude Number: <br />0.000 <br />. . -- - - - - -_ - -- - - ------------------ . . ............ .... . . .............. — - ----- <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 />- ua <br />ure &3 Pond) <br />Pond Inputs: <br />Initial Pool Bev: <br />7,233.00 <br />Mal Pool: <br />4.30 ac-ft <br />*Sediment Storage: <br />0.00 ac-ft <br />Dead Space: <br />20.00% <br />*No sediment capacity defined <br />lo-t 01 - <br />Riser Riser Height <br />Diameter <br />Barrel Barrel Barrel Slope Number of <br />Diameter Barrel n Spillway Elev Holes per <br />(i n) (ft) <br />(in) Length (ft) M FJev <br />24.00 6.75 <br />24.00 136.50 2.001 0.0240 7,233.00 4 <br />Emergency ,5gillwa <br />9 <br />0 Filename: Pond Verification012010.SO4 Printed 01-20-2010 <br />