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EDCAD 4 for Windows <br />+.~inM 1U4P Onmdo 1 CrMioh <br />• <br />Structure #10 (Nu/l) <br />East Watershed <br />Structure #.31Nu//) <br />West Watershed <br />Structure #Y (Pond) <br />Pond E <br />Pond Inputs: <br />Structure Detai/; <br />Initial Pool Elev: 6,027.50 <br />Initial Pool: 1.03 ac-ft <br />Straight Pioe <br />Barrel Bartel Entrance Tailwater <br />Barrel Manning's Spillway <br />Diameter lengM Loss ~~ <br />Slope (%) n Elev <br />(in) (ft) Coefficient (ft) <br />8.00 50.00 2.00 0.0150 6,027.50 0.90 0.00 <br />• <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(ft) <br />15.00 6,029.50 <br />Pond Results: <br />Peak Elevation: 6,029.72 <br />Dewater Time: 0.85 days <br />Dewatering time is ca/culated from peak stage to /owestspil/way <br />Elevation-Capacity-Discharge Table <br />• <br /> Area Capacity Dixharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (~) (hrs) <br />6,016.00 0.003 0.000 0.000 <br />6,018.50 0.013 0.004 0.000 <br />6,019.00 0.030 0.014 0.000 <br />6,019.50 0.045 0.033 0.000 <br />6,020.00 0.063 0.060 0.000 <br />filename: Pond E operational 25yr.sc4 Printed 08-73-2003 <br />