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SEDCAD 4 for Windows <br />, I , y <br />Structure #3 (Erodible Channe /1 <br />DNSSA -2 <br />Triangular Erodible Channel Inputs: <br />Material: Cobbles and shingles <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 />2.5:1 2.5:1 2.5 0.03501 <br />0.30 ( <br />5.0 <br />Erodible Channel Results: <br />Structure #2 (Erodible Channel) <br />DNSSA -3 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Cobbles and shingles <br />Freeboard <br />Bottom Left Right I Freeboard Freeboard Limiting <br />Width (ft) Sideslope Sideslope Slope ( %) Manning's n j De th ft e Mult. x Velocity <br />Ratio Ratio p O % of D pth (VxD) (fps) <br />2.00 1.0:1 1.0:1 2.5 0.03501 0.30 5.( <br />Erodible Channel Results: <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />1.54 cfs <br />Depth: <br />0.49 ft 0.79 ft <br />Top Width: <br />2.47 ft 3.97 ft <br />Velocity: <br />2.52 fps <br />X- Section Area: <br />0.61 sq ft <br />Hydraulic Radius: <br />0.229 ft <br />Froude Number: <br />0.89 <br />Structure #2 (Erodible Channel) <br />DNSSA -3 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Cobbles and shingles <br />Freeboard <br />Bottom Left Right I Freeboard Freeboard Limiting <br />Width (ft) Sideslope Sideslope Slope ( %) Manning's n j De th ft e Mult. x Velocity <br />Ratio Ratio p O % of D pth (VxD) (fps) <br />2.00 1.0:1 1.0:1 2.5 0.03501 0.30 5.( <br />Erodible Channel Results: <br />is Structure #1 (Pond <br />Filename: NSSA.sc4 <br />Printed 10 -21 -2008 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />4.11 cfs <br />Depth: <br />0.49 ft 0.79 ft <br />Top Width: <br />2.97 ft 3.57 ft <br />Velocity: <br />3.40 fps <br />X- Section Area: <br />1.21 sq ft <br />Hydraulic Radius: <br />0.358 ft <br />Froude Number: <br />0.94 <br />is Structure #1 (Pond <br />Filename: NSSA.sc4 <br />Printed 10 -21 -2008 <br />