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SEDCAD 4 for Windows <br />f'— ,rinhr 1QaA -9nn7 P-1. 1 Crh .... h <br />r, <br />�J <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 />2.0:1 2.0:1 7.0 0.0300 <br />0.30 <br />5.5 <br />Erodible Channel Results: <br />Structure #83 (Erodible Channel) <br />D5E -51 <br />• <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.13 cfs <br />Depth: <br />0.17 ft 0.47 ft <br />Top Width: <br />0.68 ft 1.88 ft <br />Velocity: <br />2.36 fps <br />X- Section Area: <br />0.06 sq ft <br />Hydraulic Radius: <br />0.076 ft <br />Froude Number: <br />1.43 <br />Structure #83 (Erodible Channel) <br />D5E -51 <br />• <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when 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 />2.0:1 2.0:1 9.0 0.0300 <br />0.30 <br />1 5.5 <br />Erodible Channel Results: <br />Structure #80 (Nonerodib /e Channel) <br />61 <br />D5E -50 <br />Triangular Nonerodible Channel Inputs: <br />• Material: Shotcrete <br />Filename: MB -5E Sediment run.sc4 <br />M <br />Printed 10 -01 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.45 cfs <br />Depth: <br />0.25 ft 0.55 ft <br />Top Width: <br />1.01 ft 2.21 ft <br />Velocity: <br />3.49 fps <br />X- Section Area: <br />0.13 sq ft <br />Hydraulic Radius: <br />0.113 ft <br />Froude Number: <br />1.73 <br />Structure #80 (Nonerodib /e Channel) <br />61 <br />D5E -50 <br />Triangular Nonerodible Channel Inputs: <br />• Material: Shotcrete <br />Filename: MB -5E Sediment run.sc4 <br />M <br />Printed 10 -01 -2010 <br />