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I • <br />I 1 <br />L J <br />SEDCAD 4 for Windows <br />(`rv,,,nnFf tOOC Oomnlo 1 CrFu,aF <br />Structure Detail; <br />Structure #2 (Erodible Channel <br />Terrace Ditches <br />Triangular Erodible Channel Inputs: <br />Material: Stiff clay very colloidal <br />Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Manning's n <br />Mult. x <br />Velocity <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />(fps) <br />1.5:1 1.5:1 2.0 0.0250 <br />0.30 <br />5,0 <br />Erodible Channel Results: <br />Structure #1 (R"rap Channel) <br />Rip Rap Channel <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.15 cfs <br />Depth: <br />0.24 ft 0.54 ft <br />Top Width: <br />0.71 ft 1.61 ft <br />Velocity: <br />1.80 fps <br />X -Section Area: <br />0.08 sq ft <br />Hydraulic Radius: <br />0.099 <br />Froude Number: <br />0.92 <br />Structure #1 (R"rap Channel) <br />Rip Rap Channel <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom <br />Left <br />Right <br />2.30 cfs <br />Freeboard Freeboard <br />Freeboard <br />Width (ft)} <br />Sideslope <br />Sideslope <br />Slope (%) <br />Depth (ft) % of Depth <br />Depth <br />x <br />Ratio <br />Ratio <br />(VxD) <br />4.00 <br />1.5:1 <br />1.5:1 <br />50.0 <br />1.00 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Filename: PortBStockpile.sc4 <br />5 <br />Printed 08-11-2003 <br />TR -27 A/VROVCD S1v-103 Exh-8 - 195 - 8/03 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />2.30 cfs <br />Depth: <br />0.04 ft 1.04 ft <br />Top Width: <br />4.11 ft 7.11 ft <br />Filename: PortBStockpile.sc4 <br />5 <br />Printed 08-11-2003 <br />TR -27 A/VROVCD S1v-103 Exh-8 - 195 - 8/03 <br />