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SEDCAD 4 for Windows <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Perf. Riser (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,155.00 <br />7,156.00 <br />7,157.00 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />7,158.00 <br />0.000 <br />0.000 <br />0.000 <br />7,159.00 <br />0.000 <br />0.000 <br />0.000 <br />7,160.00 <br />0.000 <br />0.000 <br />0.000 <br />7,161.00 <br />0.000 <br />0.000 <br />0.000 <br />7,162.00 <br />0.000 <br />0.000 <br />0.000 <br />7,163.00 <br />0.000 <br />0.000 <br />0.000 <br />7,164.00 <br />0.000 <br />0.000 <br />0.000 <br />7,165.00 <br />0.000 <br />0.000 <br />0.000 <br />7,166.00 <br />0.000 <br />0.000 <br />0.000 <br />7,167.00 <br />0.000 <br />3.00>0.000 <br />0.000 <br />7,168.00 <br />0.000 <br />0.473 <br />0.473 <br />7,169.00 <br />0.000 <br />0.669 <br />0.669 <br />7,170.00 <br />0.000 <br />0.819 <br />0.819 <br />7,171.00 <br />0.000 <br />8.509 <br />8.509 <br />7,172.00 <br />0.000 <br />12.033 <br />12.033 <br />7,173.00 <br />41.280 <br />14.738 <br />56.017 <br />7,174.00 <br />152.702 <br />15.412 <br />168.114 <br />Structure #5 (Null, <br />Structure #4 (Riprap Channel, <br />D1 Lower Ditch <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Sideslo e Sideslo e Slope Width (ft) p p pe ( )De <br />Mult. x <br />Ratio Ratio <br />Depth of Depth <br />(VxD) <br />12.00 2.0:1 2.0:1 24.2 <br />1 1 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 6.25 cfs <br />Depth: 0.04 ft <br />Top Width: 12.16 ft <br />Filename: PR04 West Side Ponds 1024 rev2.sc4 <br />Exh. 7-23C-26 <br />12 <br />Printed 07-30-2015 <br />Revision Date: 07/31/2015 <br />Revision No.: PR -04 <br />