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SEDCAD 4 for Windows <br /> rnn,,rnnht 1QQR-9(11(1 Pamala I Crhwah <br /> 19 <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 7,484.00 0.021 0.000 0.000 <br /> 7,485.00 0.085 0.049 0.000 <br /> 7,486.00 0.122 0.152 0.000 <br /> 7,487.00 0.154 0.290 0.000 <br /> 7,488.00 0.184 0.459 0.000 <br /> 7,489.00 0.211 0.656 0.000 <br /> 7,490.00 0.238 0.881 0.000 <br /> 7,491.00 0.266 1.132 0.000 <br /> 7,492.00 0.293 1.412 0.000 Spillway#2 <br /> 7,493.00 0.322 1.719 2.094 10.90 <br /> 7,494.00 0.354 2.057 3.952 4.10 <br /> 7,495.00 0.392 2.430 4.465 4.60 Spillway#1 <br /> 7,495.23 0.382 2.523 15.914 3.65 Peak Stage <br /> 7,496.00 0.400 2.826 53.266 <br /> Detailed Discharge Table <br /> Combined <br /> Elevation Emergency Straight Pipe Total <br /> (ft) Spillway(cfs) (cfs) Discharge <br /> (cfs) <br /> 7,484.00 0.000 0.000 0.000 <br /> 7,485.00 0.000 0.000 0.000 <br /> 7,486.00 0.000 0.000 0.000 <br /> 7,487.00 0.000 0.000 0.000 <br /> 7,488.00 0.000 0.000 0.000 <br /> 7,489.00 0.000 0.000 0.000 <br /> 7,490.00 0.000 0.000 0.000 <br /> 7,491.00 0.000 0.000 0.000 <br /> 7,492.00 0.000 0.000 0.000 <br /> 7,493.00 0.000 (3)>2.094 2.094 <br /> 7,494.00 0.000 (6)>3.952 3.952 <br /> 7,495.00 0.000 (6)>4.465 4.465 <br /> 7,496.00 48.400 (6)>4.865 53.266 <br /> Structure #15(Riprap Channel) <br /> E Pit Ditch from EP2 to EP1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Filename: Prospect Pond 25 Yr 24 Hr Storm Event.sc4 Printed 01-06-2020 <br />