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SEDCAD 4 for Windows <br />r,...,,d..m ~o°v o~..,oi~ i e..n,.,,n <br />21 <br />w/o Freeboard w/ Freeboard <br />050: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #2 (Riprap Channel <br />D-F2 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom LeR Right Freeboard Freeboard Freeboard <br />Width (R)} Sideslope Sideslope Slope (%) <br />Ratio Ratio De ° Mult. x <br />pth (ft) /° of Depth <br /> (VxD) <br />3.00 1.5:1 1.5:1 10.0 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 5.54 cfs <br />Dep[h: 0.18 R 1.18 R <br />Top Width: 3.53 ft 6.53 R <br />Velocity*: <br />X-Section Area: 0.58 sQ R <br />Hydraulic Radius: 0.159 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #4 (Erodible Channe/~ <br />D-F4 <br />Triangular Erodible Channel Inputs: <br />Material: Shales and hardpans <br />li <br />Filename: GobPileDitches.sc4 <br />Printed 10-29-2003 <br />App-B - 29 - 11/03 <br />