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• <br />SEDCAD 4.0 <br />Gopyrignt i9t36 PamE(a J Schwab <br />Cwr4 Software Design <br />Gulch A Poc~d E~nergenc~ Spillway .Q =1$.7 <br /> <br /> Material: Ri prap <br />left <br />Bottom 5ideslope Right <br />Sideslope Slope (%) Freeboard Freeboard <br />~ freeboard <br /> <br />Width (ft) Ratio <br />Rato ° <br />flepth (ft} /o of Depth <br />Mult. x (Vxfl) <br />{ 15.00 1.5:1 1.5:1 16.7 F 1.G0 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.27 ft 1.27 ft <br />I Top Width: 15.81 Ft 18.81 ft <br />Velocity; 4.51 fps <br />X-Section Area: 4,15 sq ft <br />{ Hydraulic Radius: 0.'160 ~_~~ <br />Froude Number: <br />Manning's n; 1.55 --- <br />0,0550 _ <br />flmin: 2.00 in I <br />~~ <br />D50: ~ 3.00 in <br />~ <br />- - Dmax: -~ 4,50 in <br />• <br /> <br />SEDCAD Uiility Run <br /> <br />Printed 09-2a-1958 <br />Exh. 7-14A Revision Date: 7/25/06 <br />4 Revision No.: TR-63 <br />