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SEDCAD 4 for Windows <br />(`nrnrrinhf icon _,)nin Demnlo I CrMunh <br />Riser <br />Riser Height <br />Diameter <br />Barrel <br />Barrel Barrel Slope <br />Diameter <br />mber of <br />Spillway n y Elev <br />Manning's Holes per <br />(in) (ft) <br />(in) Length (ft) ( %) <br />(ft) Elev <br />24.00 5.00 <br />24.00 100.00 0.01 <br />0.0150 5,555.00 1 <br />Straight Pipe <br />Barrel <br />Barrel <br />H'graph Detention Time: <br />1.30 hrs <br />Entrance <br />Tailwater <br />Dewater Time: <br />Barrel <br />Manning's <br />Spillway <br />(ac -ft) <br />(Cfs) (hrs) <br />Diameter <br />Length <br />0.000 <br />0.000 Top of Sed. Storage <br />Loss <br />Depth <br />0.665 <br />Slope ( %) <br />n <br />Elev (ft) <br />1.939 <br />0.000 <br />(in) <br />(ft) <br />3.297 <br />0.000 Spillway #1 <br />Coefficient <br />(ft) <br />18.00 <br />20.00 2.00 <br />0.0150 <br />5,557.00 <br />0.50 <br />0.00 <br />Straight Pipe <br />Barrel <br />Barrel <br />H'graph Detention Time: <br />1.30 hrs <br />Entrance <br />Tailwater <br />Dewater Time: <br />Barrel <br />Manning's <br />Spillway <br />(ac -ft) <br />(Cfs) (hrs) <br />Diameter <br />Length <br />0.000 <br />0.000 Top of Sed. Storage <br />Loss <br />Depth <br />0.665 <br />Slope ( %) <br />n <br />Elev (ft) <br />1.939 <br />0.000 <br />(In) <br />(ft) <br />3.297 <br />0.000 Spillway #1 <br />Coefficient <br />(ft) <br />18.00 <br />20.00 2.00 <br />0.0150 <br />5,557.00 <br />0.50 <br />0.00 <br />Straight Pipe <br />Barrel <br />Barrel <br />H'graph Detention Time: <br />1.30 hrs <br />Entrance <br />Tailwater <br />Dewater Time: <br />Barrel <br />Manning's <br />Spillway <br />(ac -ft) <br />(Cfs) (hrs) <br />Diameter <br />Length <br />0.000 <br />0.000 Top of Sed. Storage <br />Loss <br />Depth <br />0.665 <br />Slope ( %) <br />n <br />Elev (ft) <br />1.939 <br />0.000 <br />(in) <br />(ft) <br />3.297 <br />0.000 Spillway #1 <br />Coefficient <br />(ft) <br />18.00 <br />20.00 2.00 <br />0.0150 <br />5,557.00 <br />0.50 <br />0.00 <br />Pond Results: <br />Peak Elevation: <br />5,556.97 ft <br />H'graph Detention Time: <br />1.30 hrs <br />Pond Model: <br />CSTRS <br />Dewater Time: <br />0.77 days <br />Trap Efficiency: <br />89.09% <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation - Capacity- Discharge Table <br />Filename: Pond 013 As -Built plus spoil water 1 0 -yr event.sc4 Printed 04 -07 -2014 <br />Area <br />Capacity <br />Discharge Dewater <br />Time <br />Elevation <br />(ac) <br />(ac -ft) <br />(Cfs) (hrs) <br />5,552.45 <br />1.183 <br />0.000 <br />0.000 Top of Sed. Storage <br />5,553.00 <br />1.228 <br />0.665 <br />0.000 <br />5,554.00 <br />1.320 <br />1.939 <br />0.000 <br />5,555.00 <br />1.396 <br />3.297 <br />0.000 Spillway #1 <br />Filename: Pond 013 As -Built plus spoil water 1 0 -yr event.sc4 Printed 04 -07 -2014 <br />