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SEDCAD 4 for Windows <br />Copyrigh11998 Pamela J. Schwab <br />Civil Software Design <br />9 <br />u <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.92 ft 1.22 ft <br />Top Width: 8.53 ft 10.33 R <br />Velocity: 9.07 fps <br />X-Section Area: 5.32 sq ft <br />Hydraulic Radius: 0.602 <br />Froude Number: 2.02 <br />Manning's n: 0.0620 <br />Dmin: 5.00 in <br />D60: 9.00 in <br />Dmax: 12.00 in <br />Structure #7 (Null1 <br />D75 <br />Structure #1 (Erodible Channel <br />D7i: upper east slope + D7S <br />Trapezoidal Erodible Channel Inputs: <br />• <br />Material: Graded silts to cobbles when colloidal <br />LeR Right <br />Bottom Freeboard Freeboard Freeboard Limiting <br />Sideslo a Sideslo Sloe % Mannin s n <br />Width (R) <br />o p ( ) 9 <br />p <br />Mult. x Veloci <br />tY <br />Ratio <br />Rati Depth (ft) % of Depth <br />(VxD) (fps) <br />3.00 2.5:1 2.5:1 3.0 0.0300 0.30 5.5 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 19.24 6s <br />Depth: 0.73 R 1.03 R <br />Top Width: 6.64 ft 8.14 R <br />Velocity: 5.47 fps <br />X-Section Area: 3.51 sq R <br />Hydraulic Radius: 0.507 <br />Froude Number: 1.33 <br />Structure #3 (Riprao Channel) <br />D72: D71, east fill + small east sws <br />• <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprao <br />Filename: Rev100aPond007.sc4 Printed 01-07-2002 <br />