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SEDCAD 4 for Windows <br />r......—k+4000 on4no— 1, i c..P. k <br />Structure #27 (Null <br />Null at 105 <br />Structure #26 (Riprap Channel) <br />Little Collom channel 1O5 to 90 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />w/o Freeboard w/ Freeboard <br />Manning's n: <br />0.0510 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />Structure #27 (Null <br />Null at 105 <br />Structure #26 (Riprap Channel) <br />Little Collom channel 1O5 to 90 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />20.00 3.0:1 3.0:1 5.5 <br />0.57 ft <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />Structure #25 (Null) <br />Null at 90 <br />Structure #24 (Riprap Channel) <br />Little Collom channel 90 to 68 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />K1 -j <br />Filename Rev 3 PR04 East Side Ponds sed EOM 1024.sc4 Printed 02-13-2016 <br />Exh. 7-23I-70 Revision Date: 2/15/2016 <br />Revision No.: PR -04 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />65.82 cfs <br />Depth: <br />0.57 ft <br />Top Width: <br />23.43 ft <br />Velocity: <br />5.30 fps <br />X -Section Area: <br />12.43 sq ft <br />Hydraulic Radius: <br />0.526 ft <br />Froude Number: <br />1.28 <br />Manning's n: <br />0.0430 <br />Dmin: <br />2.00 in <br />D50: <br />3.00 in <br />Dmax: <br />4.50 in <br />Structure #25 (Null) <br />Null at 90 <br />Structure #24 (Riprap Channel) <br />Little Collom channel 90 to 68 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />K1 -j <br />Filename Rev 3 PR04 East Side Ponds sed EOM 1024.sc4 Printed 02-13-2016 <br />Exh. 7-23I-70 Revision Date: 2/15/2016 <br />Revision No.: PR -04 <br />