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SEDCAD 4 for Windows <br />Copynghl 1998 Pamela J. SchwaO <br />Civil Software Design <br /> <br />Structure #1(Erodible Channel1 <br />DS-Ib: e. uppersws, e. coal <br />Structure Detai/: <br />Triangular Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Lek Right Freeboard Freeboard Freeboard Limiting <br />sideslope sideslope Slope (%) Manning's n Mult <br />x Velocity <br />Ratio Ratio . <br />Depth (k) % of Depth (VxD) (fps) <br />2.5:1 2.5:1 1.0 0.0300 0.30 5.0 <br />Erodible Channel Results: <br />C J <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 36.29 cfs <br />Depth: 1.81 ft 2.11 R <br />Top Width: 9.06 R 10.56 f[ <br />Velocity: 4.42 fps <br />X-Section Area: 8.20 sq R <br />Hydraulic Radius: 0.841 <br />Froude Number: 0.82 <br />Structure #4 (Erodible Channell <br />DS-Id: e. fill <br />Trapezoidal Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Leh Right <br />Bottom Freeboard Freeboard Freeboard Limiting <br />Sldeslope Sldeslope Slope (%) Manning's n <br />Width (k) Mult. x Velocity <br />Ratio Ratio Depth (R) % of Depth (VxD) (fps) <br />90.00 3.0:1 3.0:1 28.6 0.0300 0.30 5.0 <br />Erodible Channel Results: <br />• <br /> w/o freeboard w/ Freeboard <br />Design Discharge: 36.63 cfs <br />Depth: 0.08 R 0.38 R <br />Top Width: 90.49 R 92.29 R <br />Velocity: 4.99 fps <br />X-Section Area: 7.34 sq k <br />Filename: 100pond5-1.sc4 Printed 04-24-2007 <br />