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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />i• <br />Structure #1 (Pond1 <br />Pond Inputs: <br />Structure Detai/; <br />Permanent Pool Elev: 5,652.50 <br />Permanent Pool: 2.57 ac-k <br />*Sediment Storage: 0.00 ac-k <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 Diameter Manning <br />s n Spillway Elev Holes per <br />((t) <br />(in) (in) Length (k) (%) Elev <br />]8.00 8.00 18.00 100.00 0.05 0.0200 5,659.50 7 <br />• <br /> Peak Elevation: 5,658.17 <br /> H'graph Detention Time: 8.50 hrs <br /> Dewater Time: <br />~ ~ 0.00 days <br />~ ~ - <br /> Trap Efficiency: 99.99 <br />Dewatering time is calculated from peak stage to lowest spil/way <br />Elevation-Capacity-Discharoe Table <br />Pond Results: <br />(REVISED <br /> Area capacity Discharge ~'^'ater <br />Elevatio n Tme <br /> (ac) (ac-fq (cfs) (hrs) <br />5,647. 00 <br />-~ 0.211 <br />~~~~-_ 0.000 0.000 Top of Sed. Storage <br />~ ~ ~ -~ ---- <br />5,647. 50 0.281 0.123 0.000 <br />5,648. 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 0.473 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 />~---- ~ ~~~- -~ - ~--~~~~ - - <br />~~- <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 #1 <br />5,653. 00 0.661 2.898 0.000 <br />03/02) - - <br />Filename: 008MOD-CN-1 OYR-ASBU ILT.srA <br />6 <br />Prinfed 03-25-2002 <br />