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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civll Software Design <br /> <br />Pond 16 Spillway <br />Material: Riorao <br />Trapezoidal Channel <br />Left Right <br />Bottom Freeboard Freeboard Freetxrard <br />Sideslope Sideslope Slope (°h) <br />Width (R) R <br />tl Mult. x . <br />Depth (ft) % of Depth <br />o <br />abo Ra (VxD) <br />20.00 3.0:1 3.0:1 33.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w! Freeboard ~ <br />Design Discharge: 118.00 cis <br />Depth: 0.08 R 1.08 R <br />Top Width: 20.47 R 26.47 R <br />velocity*: <br />x-Section Area: 1.59 sq R <br />Hydraulic Radius: 0.078 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 6.00 in <br />D50: 18.00 in <br />Dmax: 22.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />SEDCAD Utility Run <br />Printed 11-30-2000 <br />