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Detailed Discharge Table <br />Elevation (ft) <br />Emergency <br />Spillway cfs <br />p Y ( ) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,370.00 <br />0.000 <br />0.000 <br />7,370.50 <br />0.000 <br />0.000 <br />7,371.00 <br />0.000 <br />0.000 <br />7,371.50 <br />0.000 <br />0.000 <br />7,372.00 <br />0.000 <br />0.000 <br />7,372.50 <br />0.000 <br />0.000 <br />7,373.00 <br />0.000 <br />0.000 <br />7,373.50 <br />0.000 <br />0.000 <br />7,374.00 <br />0.000 <br />0.000 <br />7,374.50 <br />0.000 <br />0.000 <br />7,375.00 <br />0.000 <br />0.000 <br />7,375.50 <br />0.000 <br />0.000 <br />7,376.00 <br />0.000 <br />0.000 <br />7,376.50 <br />0.000 <br />0.000 <br />7,377.00 <br />0.000 <br />0.000 <br />7,377.50 <br />0.000 <br />0.000 <br />7,377.80 <br />0.000 <br />0.000 <br />7,378.00 <br />7.057 <br />7.057 <br />7,378.50 <br />24.683 <br />24.683 <br />7,379.00 <br />67.178 <br />67.178 <br />7,379.50 <br />125.006 <br />125.006 <br />7,380.00 <br />198.466 <br />198.466 <br />Structure #17 (Riprap Channel, <br />Reach 1 E Pit Ditch Pond EP1 to jct w N Trib 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 />23.74 cfs <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />12.00 2.0:1 2.0:1 16.8 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />Filename: NTEP and Final East Pit Ditches 1024 2017 REV 1.sc4 Printed 03 -26 -2013 <br />Exh. 7- 14R -30 Revision Date: 3/27/2013 <br />Revision No.: TR -97 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />23.74 cfs <br />Depth: <br />0.17 ft 1.17 ft <br />Top Width: <br />12.67 ft 16.67 ft <br />Velocity*: <br />Filename: NTEP and Final East Pit Ditches 1024 2017 REV 1.sc4 Printed 03 -26 -2013 <br />Exh. 7- 14R -30 Revision Date: 3/27/2013 <br />Revision No.: TR -97 <br />