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SEDCAD 4.0 <br />/`nrn,rin61100P Oemnla 1 CnMUaF <br />Pond 17 Spillway <br /> <br />Material: Riprao <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (R) Sideslope sideslope Slope (°/P) <br />R <br />ti Mult. x <br />Depth (R) °~ of Depth <br />a <br />o <br />Ratio (VxD) <br />20.00 3.0:1 3.0:1 21.0 <br />Simons/OSM Method -Steep Slope Design <br /> <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 50.00 cfs <br />Depth: 0.16 ft <br />Top Width: 20.95 R <br />Velocity*: <br />X-Section Area: 3.23 sq R <br />Hydraulic Radius: 0.154 <br />Froude Number: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed OB-05-2003 <br />