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SEDCAD 4 for Windows <br />1QQQ _Inn, D-1. 1 C,1+ ,.h <br />Structure #63 (Pondl <br />WEST TAYLOR POND <br />Pond Inputs: <br />Initial Pool Elev: <br />7,468.00 ft <br />Combined <br />1.77 ac -ft <br />Broad- <br />Total <br />Elevation (ft) <br />crested Weir <br />0.0150 7,471.00 2 <br />(ac) <br />(S) <br />Discharge <br />7,455.00 <br />0.020 <br />(cfs) <br />105.00 <br />0.000 <br />0.000 <br />106.00 <br />92.610 <br />92.610 <br />107.00 <br />261.941 <br />261.941 <br />Initial Pool Elev: <br />7,468.00 ft <br />Initial Pool: <br />1.77 ac -ft <br />*Sediment Storage: <br />0.54 ac -ft <br />Dead Space: <br />20.00% <br />*No sediment capacity defined <br />Perforated Riser <br />Riser <br />Diameter Riser Height <br />Barrel Slope <br />Diameter Barrel Barreol <br />Number of <br />Manning's n Spillway Elev Holes per <br />(in) (ft) <br />(in) Length (ft) ( /o ) <br />(ft) Elev <br />18.00 16.00 <br />18.00 150.00 2.00 <br />0.0150 7,471.00 2 <br />Pond Results: <br />Emeraencv SDillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,476.00 30.00 2.00:1 2.00:1 30.00 <br />Peak Elevation: 7,477.93 ft <br />H'graph Detention Time: <br />1.77 hrs <br />Pond Model: <br />CSTRS <br />Dewater Time: <br />1.41 days <br />Trap Efficiency: <br />24.37% <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation - Capacity - Discharge Table <br />15 <br />Filename: STWestHundred.sc4 Printed 09 -02 -2009 <br />Exh. 7- 20C -41 Revision Date: 9/02/09 <br />Revision No.: TR -82 <br />Area <br />Capacity <br />Discharge Dewater <br />Elevation <br />Time <br />(ac) <br />(ac -ft) <br />(cl's) (hrs) <br />7,455.00 <br />0.020 <br />0.000 <br />0.000 Top of Sed. Storage <br />7,455.50 <br />0.025 <br />0.011 <br />0.000 <br />7,456.00 <br />0.031 <br />0.025 <br />0.000 <br />15 <br />Filename: STWestHundred.sc4 Printed 09 -02 -2009 <br />Exh. 7- 20C -41 Revision Date: 9/02/09 <br />Revision No.: TR -82 <br />