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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />Structure #1(Pond~ <br />Pond Inputs: <br />Sfrucfure Detai/: <br />' Permanent Pool Elev: 5,650.01 <br />Permanent Pool: 0.00 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 Barrel Barrel Slope <br />' Number of <br />Diameter (R) Diameter Length (ft) (off) s n Spillway Elev <br />Manning Holes per <br />(in) (in) Elev <br />1.00 3.00 j 1.00 20.00 1.00 0.0150 5,652.75 1 <br />Pond Results: <br />Peak Elevatlon: 5,651.57 <br />• _ _H'graph Detention Time: 17.12 hrs <br />Dewater Time: ~ 0.00 days <br />Trap EffiGency: 99.97 <br />Elevation-Capacity-Discharge Table <br />Area Capadty Discharge Dewater <br />Elevation Time <br />(ac) (arft) (ds) rtiK~ <br />5,650.00 <br />f' <br />J <br />5,650.01 <br />5,650.50 <br />5,651.00 <br />5,651:50 <br />5,651.57 <br />5,652.00 <br />5,652.50 <br />5,652.75 <br />5,653.00 <br />5,653.25 <br />5,653.50 _ <br />Dewatering time is calcu/aced from peak stage to lowest spit/way <br />0.140 0.000 0.000 Top of Sed. Storage <br />0.142 0.001 0.000 Low hole SPW #1 <br />0.143 0.071 0.000 <br />0.144 0.143 0.000 <br />0.145 0.215 0.000 <br />0.145 0.225 0.000 0.00 Peak Stage <br />0.146 0.288 ~ 0.000 <br />0.147 0.361 0.000 <br />0.147 0.398 0.000 Spillway #1 <br />0.148 0.435 0.013 <br />0.149 0.472 0.017 <br />0.150 0.509 0.017 <br />6 <br />-tRevlseo...il-zs-nz------__-~91taChrrL@iat2.4~.3(~ -10-119-G __`_._.-- <br />Filename: small area ezemption#4.sc4 Printed 04A2-2002 <br />