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SEDCAD 4.0 <br />r mmo i con -onno o —i. i c, h—i, <br />Pond 004 - Emergency Spillway Outslope - 30% Slope <br />Material: Riprap <br />Trapezoidal Channel <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) <br />Muit. x <br />Ratio Ratio <br />Depth (ft) % of Depth <br />(V)(D) <br />11.50 4.0:1 4.0:1 30.01 <br />1.00 <br />PADER Method - Steep Slope Design <br />SEDCAD Utility Run Printed 09 -02 -2009 <br />2.03- 3- E2.0 -3 2 ! 109 <br />TR -51 Revised 09/09 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />7.20 cfs <br />Depth: <br />0.14 ft 1.14 ft <br />Top Width: <br />12.61 ft 20.61 ft <br />Velocity: <br />4.32 fps <br />X- Section Area: <br />1.67 sq ft <br />Hydraulic Radius: <br />0.132 ft <br />Froude Number: <br />2.09 <br />Manning's n: <br />0.0490 <br />Dmin: <br />1.00 in <br />D50: <br />1.50 in <br />Dmax: <br />3.00 in <br />SEDCAD Utility Run Printed 09 -02 -2009 <br />2.03- 3- E2.0 -3 2 ! 109 <br />TR -51 Revised 09/09 <br />