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SEDCAD 4 for Windows <br />Elevation (ft) <br />Emergency <br />Spillway cfs <br />S p y ( ) <br />Pert. Riser (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,055.00 <br />0.000 <br />0.000 <br />0.000 <br />7,056.00 <br />0.000 <br />0.000 <br />0.000 <br />7,057.00 <br />0.000 <br />3.00>0.000 <br />0.000 <br />7,058.00 <br />0.000 <br />0.473 <br />0.473 <br />7,059.00 <br />0.000 <br />0.669 <br />0.669 <br />7,060.00 <br />0.000 <br />0.819 <br />0.819 <br />7,061.00 <br />0.000 <br />0.945 <br />0.945 <br />7,062.00 <br />0.000 <br />8.509 <br />8.509 <br />7,063.00 <br />0.000 <br />12.033 <br />12.033 <br />7,064.00 <br />0.000 <br />14.738 <br />14.738 <br />7,065.00 <br />0.000 <br />17.018 <br />17.018 <br />7,066.00 <br />0.000 <br />18.145 <br />18.145 <br />7,067.00 <br />49.038 <br />18.572 <br />67.611 <br />7,068.00 <br />172.031 <br />18.990 <br />191.021 <br />7,069.00 <br />358.970 <br />19.399 <br />378.369 <br />7,070.00 <br />607.856 <br />19.799 <br />627.655 <br />Structure #15 (Null <br />Null below Sec 36 Middle Pond <br />Structure #10 (Riprap Channel <br />D3 Ditch <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) <br />12.70 cfs <br />0.09 ft <br />12.35 ft <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />12.00 2.0:1 2.0:1 20.2 <br />1.06 sq ft <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Filename: PR04 East Side Ponds 1024.sc4 <br />15 <br />Printed 03-02-2015 <br />Exh. 7-23C-61 Revision Date: 07/31/2015 <br />Revision No.: PR -04 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />Depth: <br />Top Width: <br />12.70 cfs <br />0.09 ft <br />12.35 ft <br />Velocity*: <br />X -Section Area: <br />1.06 sq ft <br />Hydraulic Radius: <br />0.086 ft <br />Froude Number*: <br />Manning's n*: <br />Filename: PR04 East Side Ponds 1024.sc4 <br />15 <br />Printed 03-02-2015 <br />Exh. 7-23C-61 Revision Date: 07/31/2015 <br />Revision No.: PR -04 <br />