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SEDCAD 4 for Windows <br />(`.,rnvinhr �oou _�n�n Pamn�a I Crhwah <br />Structure Detail; <br />Structure #12 (Riprap Channel) <br />Ditch D46 (3296) <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Width <br />Bottom <br />w/o Freeboard w/ Freeboard <br />(ft) Sideslope Sideslope Slope ( %) <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />3.00 2.0:1 2.0:1 32.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Catchment No.2 100 Year Event- DWDA3.sc4 <br />TR -65 <br />EXH 19(22) -23 <br />Printed 04 -09 -2012 <br />04/17/2012 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />23.21 cfs <br />Depth: <br />0.18 ft 1.18 ft <br />Top Width: <br />3.70 ft 7.70 ft <br />Velocity*: <br />X- Section Area: <br />0.59 sq ft <br />Hydraulic Radius: <br />0.155 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />8.00 in <br />D50: <br />24.00 in <br />Dmax: <br />30.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Catchment No.2 100 Year Event- DWDA3.sc4 <br />TR -65 <br />EXH 19(22) -23 <br />Printed 04 -09 -2012 <br />04/17/2012 <br />