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SEDCAD 4 for Windows <br />r ,.~,e,.e++ooa-vnrn Pemma ~ c.~.~.,ne <br />• <br />Structure ~1 Pond <br />Pond D <br />Pond Inputs: <br />Structure Detai/; <br />Initial Pool Elev: 6,852.00 R <br />Initial Pool: 27.19 ac-ft <br />Emergency Spillway <br />Spillway Elev Crest Length LeR Right Bottom <br />(R} Sideslope Sideslope Width (ft) <br />6,852.00 10.00 3.00:1 3.00:1 90.00 <br />Pond Results: <br />Peak Elevation: 6,853.10 ft <br />Dewater Time: 0.62 days <br />Dewatering time is calculated from peak stage to lowest spit/way <br /> <br />• <br />Elevation-Capacity-Discharge Table <br />S <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(at-ft) Disd+arge <br /> <br />(~) Dewater <br />Time <br />(hrs) <br />6,840.40 0.000 0.000 0.000 <br />6,840.41 0.001 0.000 0.000 <br />6,840.90 0.039 0.007 0.000 <br />6,841.40 0.155 0.053 0.000 <br />6,841.90 0.349 0.175 0.000 <br />6,842.40 0.620 0.414 0.000 <br />6,842.90 0.912 0.795 0.000 <br />6,843.40 1.261 1.336 0.000 <br />6,843.44 1.290 1.387 0.000 <br />6,843.90 1.566 2.043 0.000 <br />6,844.40 1.896 2.907 0.000 <br />6,844.45 1.930 3.003 0.000 <br />6,844.90 <br />6,845.40 2.055 <br />2.199 3.899 <br />4.962 0.000 <br />0.000 <br />6,845.90 2.347 6.099 0.000 <br />6,846.40 2.500 7.310 0.000 <br />6,846.90 2.670 8.603 0.000 <br />Filename: Emergency_Spillway_Only.sc4 Printed 04-03-2007 <br />