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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />i~ <br />6 <br />Structure Detai/,• <br />Permanent Pool Elev: 5,652.50 <br />Permanent Pool: 2.57 ac-ft <br />'Sediment Storage: 0.00 ac-ft <br />Dead Space: 20.00 <br />*No sediment capacity defined <br />Perforated Riser <br />Riser Riser Height Barrel garret Barrel Slope Number of <br />Diameter (ft) Diameter Length (ft) (%) Manning's n Spillway Elev Holes per <br />(in) (in) Eley <br />18.00 8.00 18.00 100.00 0.05 ~ 0.0200 5,659.50 1 <br />Structure #1 (Pond) <br />Pond Inputs: <br />Pond Results: <br />Peak Elevation: 5,659.56 <br />H'graph Detention Time: 19.02 hrs <br />Dewater Time: 6585.62 days <br />• Trap Efficiency: 97.57 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Caoacity-Discharge Table <br />(REVISED 03/02) <br />Filename: OOSMO D-CN-25YR-ASBU I LT. sc4 <br /> Area Capacity Discharge Dew'ater <br />Elevation Time <br /> (ac) (ac-ft) (6s) (hrs) <br />5,647.00 0.211 0.000 0.000 Top of Sed. Storage <br /> <br />5,647.50 0.281 0.123 0.000 <br />5,698.00 0.362 0.283 0.000 <br />5,648.50 0,403 0.474 0.000 <br />5,649.00 0,446 0.686 0.000 <br />5,649.50 0,973 0.916 _ 0.000 __ <br />5,650.00 0.500 1.159 0.000 <br />5,650.50 0.526 1.416 0.000 <br />5,651.00 0.553 1.685 0.000 __` __ <br />5,651.50 0.579 1.968 0.000 <br />5,652.00 0.606 2.265 0.000 <br />5,652.50 0.634 2.575 0.000 Low hole SPW 111 <br />5,653.00 0.661 2.898 0.000 21,093.94 <br />HIIHCDfT1E'fli L.UJ.3(J)-l L- I O <br />Printed 03-25-2002 <br />