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SEDCAD 4.0 <br />c,.~.,.;,.e..°eo o~,..vie i c,o,~.Mn <br />I a. Emergency Spillway -Gob Pile Pond - Z5-Year Event <br />Material: Riprap <br />T~apezoida/ Channel <br />Left <br />Bottom Right Freeboard Freeboard freeboard <br />Sideslope <br />Width (ft) Sideslope Slope (%) <br />Depth (ft) % of Depth <br />Ratio Ratio (VxD) <br />4.00 1.5:1 1.5:1 5.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />i <br />u <br />SEDCAD Utility Run <br /> w/o freeboard w/ Freeboard <br />Design Discharge: 7.64 cfs <br />Depth: 0.25 ft 1.25 ft <br />Top Width: 4.76 R 7.76 ft <br />Velaity*: <br />X-Section Area: 1,11 sq ft <br />Hydraulic Radius: 0.226 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 2.00 in <br />D60: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Printed 0&28.2002 <br />MD M(vii)-5 6/02 <br />