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SEDCAD 4 for Windows <br /> (`nr,,,rinht 1 QQR-7l11 n Pamola I CrFanlah <br /> 21 <br /> Peak Elevation: 7,378.04 ft <br /> Dewater Time: 1.04 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 7,370.00 0.049 0.000 0.000 <br /> 7,371.00 0.092 0.069 0.000 <br /> 7,372.00 0.118 0.174 0.000 <br /> 7,373.00 0.140 0.303 0.000 <br /> 7,374.00 0.161 0.454 0.000 <br /> 7,375.00 0.184 0.627 0.000 Spillway#2 <br /> 7,376.00 0.209 0.823 2.094 11.40 <br /> 7,377.00 0.236 1.045 4.162 2.80 <br /> 7,377.80 0.226 1.230 4.739 4.15 Spillway#1 <br /> 7,378.00 0.238 1.276 16.073 6.45 <br /> 7,378.04 0.240 1.286 18.121 0.10 Peak Stage <br /> 7,379.00 0.300 1.544 72.688 <br /> Detailed Discharge Table <br /> Combined <br /> Elevation Emergency Straight Pipe Total <br /> (ft) Spillway(cfs) (cfs) Discharge <br /> (cfs) <br /> 7,370.00 0.000 0.000 0.000 <br /> 7,371.00 0.000 0.000 0.000 <br /> 7,372.00 0.000 0.000 0.000 <br /> 7,373.00 0.000 0.000 0.000 <br /> 7,374.00 0.000 0.000 0.000 <br /> 7,375.00 0.000 0.000 0.000 <br /> 7,376.00 0.000 (3)>2.094 2.094 <br /> 7,377.00 0.000 (6)>4.162 4.162 <br /> 7,377.80 0.000 (6)>4.739 4.739 <br /> 7,378.00 11.205 (6)>4.868 16.073 <br /> 7,379.00 67.178 (6)>5.509 72.688 <br /> Structure #17(Riprap Channel) <br /> E Pit Ditch to jct w N Trib Ditch <br /> Trapezoidal Riprap Channel Inputs: <br /> Filename: Prospect Pond 25 Yr 24 Hr Storm Event.sc4 Printed 01-06-2020 <br />