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SEDCAD 4 for Windows <br />r'-- nhl 1000 0nln D, --In I Cnh,."h <br />7 <br />Structure #34 (Riprap Channel) <br />Trib D <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />13.16 cfs <br />Depth: <br />0.10 ft <br />Top Width: <br />20.59 ft <br />Velocity: <br />6.55 fps <br />X -Section Area: <br />2.01 sq ft <br />Hydraulic Radius: <br />0.097 ft <br />Froude Number: <br />3.70 <br />Structure #34 (Riprap Channel) <br />Trib D <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 />12.00 2.0:1 2.0:1 17.0 <br />0.06 ft <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 />Structure #33 (Erodible Channel) <br />Natural chnl from toe disturbed area <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Filename TR -105 Sec28Pond 10024NS sc4 Printed 02-04-2015 <br />Exh. 7-20A-14 Revision Date: 02/15/2015 <br />Revision No.: TR -105 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />6.55 cfs <br />Depth: <br />0.06 ft <br />Top Width: <br />12.24 ft <br />Velocity*: <br />X -Section Area: <br />0.72 sq ft <br />Hydraulic Radius: <br />0.059 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: <br />2.00 in <br />D50: <br />6.00 in <br />Dmax: <br />7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #33 (Erodible Channel) <br />Natural chnl from toe disturbed area <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Filename TR -105 Sec28Pond 10024NS sc4 Printed 02-04-2015 <br />Exh. 7-20A-14 Revision Date: 02/15/2015 <br />Revision No.: TR -105 <br />