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SEDCAD 4 for Windows <br />(`rv,,,nnFf tOOC Oomnlo 1 CrFU,af~ <br />I • <br />5 <br />Structure Detai/; <br />Structure #2 (Erodible Channel <br />Terrace Ditches <br />Triangular Erodible Channel Inputs: <br />Material: Stiff clay very colloidal <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult. x Velocity <br />Ratio Ratio Dep[h (ft) % of Depth NxD) (fps) <br />1.5:1 1.5:1 2.0 0.0250 0.30 5,0 <br />Erodible Channel Results: <br />I 1 <br />J <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.25 cfs <br />Depth: 0.24 ft 0.54 ft <br />Top Width: 0.71 ft 1.61 ft <br />Velocity: 1.80 fps <br />X-Section Area: 0.08 sq ft <br />Hydraulic Radius: 0.099 <br />Froude Number: 0.92 <br />Structure #1 (R~rap Channel) <br />Rip Rap Channel <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br /> <br />Width (ft)} Sideslope Sideslope Slope (%) <br />Depth (ft) % of Depth Mult. x <br /> Ratio Ratio (VxD) <br />4.00 1.5:1 1.5:1 50.0 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br />I <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 2.30 cfs <br />Depth: 0.04 R 1.04 ft <br />Top Width: 4.11 ft 7.11 ft <br />Filename: PortBStockpile.sc4 <br />Printed 08-11-2003 <br />TR-27 A/VRoVSD ~~v-~o3 Exh-8 - 195 - 8/03 <br />