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SEDCAD 4 for Windows <br />3 <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,234.00 10.00 2.00:1 2.00:1 10.001 <br />Pond Results: <br />Peak Elevation: <br />7,233.60 <br />H'graph Detention Time: <br />0.72 hrs <br />Pond Model: <br />CSTRS <br />Dewater Time: <br />0.63 days <br />Trap Efficiency: <br />96.90 <br />Dewatenng Lyme is calculated from peak stage to lowest spillway <br />Elevation - Capacity - Discharge Table <br />6� <br />Detailed Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge Dewater <br />Time <br />(cfs) (hrs) <br />7,226.00 <br />0.310 <br />0.000 <br />0.000 Top of Sed. Storage <br />7,226.50 <br />0.399 <br />0.177 <br />0.000 <br />7,227.00 <br />0.500 <br />0.401 <br />0.000 <br />7,227.50 <br />0.525 <br />0.657 <br />0.000 I <br />7,228.00 <br />0.550 <br />0.926 <br />0.000 <br />7,228.50 <br />0.575 <br />1.207 <br />0.000 <br />7,229.00 <br />0.600 <br />1.501 <br />0.000 <br />7,229.50 <br />0.625 <br />1.807 <br />0.000 <br />7,230.00 <br />0.650 <br />2.126 <br />0.000 <br />1 <br />7,230.50 <br />0.674 <br />2.457 <br />0.000 <br />1 <br />7,231.00 <br />0.699 <br />2.800 <br />0.000 <br />7,231.50 <br />0.724 <br />3.156 <br />0.000 <br />1 <br />7,232.00 <br />0.750 <br />3.524 <br />0.000 <br />7,232.50 <br />0.780 <br />3.907 <br />0.000 <br />j <br />7,233.00 <br />0.810 <br />4.304 <br />0.000 <br />Spillway #1 <br />7,233.50 <br />0.835 <br />4.715 <br />6.886 <br />14.75 <br />7,233.60 <br />0.840 <br />4.801 <br />8.556 <br />0.35 Peak Stage <br />7,234.00 <br />0.860 <br />5.139 <br />15.127 <br />Spillway #2 <br />7,234.50 <br />0.890 <br />5.577 <br />20.610 <br />7,235.00 <br />0.920 <br />6.029 <br />49.933 <br />Filename: Pond Verification.sc4 Printed 12 -16 -2008 <br />