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iEDCAD 4.0 <br />opyright 1998 Pamela J. Schwab <br />iVil Software Design <br />Pond 16a - Em. Spillway Outflow - 33% & 50' wide <br />Material: Ripran <br />T~apezoida/ Channel <br />Bottom LeR Right Freeboard Freeboard Freetxrard.. <br />4Vfd[ti (R) Sideslope ' . Sideslope,.: Slope (a/n) _ <br />a% <br />b Mult.x <br />. <br />'`Ratio .: Ratio Depth (R) <br />. <br />f Depth , <br />MtD):_, <br />50.00 3.0:1 3.0:1 33.0 1.00 <br />PADER Method -Steep Slope Design <br /> w/o Fteetioa~d w/ Freeboard. <br />Design Discharge: 191.50 cfs <br />Depth: 0.48 ft 1.48 R <br />Top Width: 52.87 R 58.87 ft <br />Veloclry: 7.78 fps <br />X-Section Area: 24.62 sq ft <br />Hydraulic Radius: 0.464 <br />Froude Number: 2.01 <br />Manning's n: 0.0660 <br />Dmin: ^ 3.00 in <br />D50: 6.00 in <br />Dmax: 9.00 in <br />;EDCAD Utility Run Printed 03-2&2002 <br />