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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />Filename: J:\891\SEDCAD\LOOPPOND User: K. Kammerzell <br />Date: 04-17-1998 Time: 16:00:20 <br />Gossard Rail Loop Pond <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />Loop Pond <br />Drainage Area from J1, B1, S1, SWS(s)1: 5.7 acres <br />Total Contributing Drainage Area: 5.7 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 8.0 ---- <br />Barrel Length (ft) 45.00 ---- <br />arrel Slope (%) 1.00 <br />ning's n of Pipe 0.015 <br />pillway Elevat ion 6351.5 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.9 ---- <br />Tailwater Depth (ft) 0.0 ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6353.0 <br />Crest Length (ft) ---- 15.0 <br />Z:1 (Left and Right) -- -- 2 2 <br />Bottom Width (ft) ---- 7.0 <br />POND RESULTS: <br /> Sediment Permanent Dead Sediment <br /> Storage* Pool Space Algorithm <br /> (ac-ft) <br />---------- <br />---------- (ac-f t) <br />----------- <br />----------- (%) <br />-------------------- <br />-------------------- <br /> 0.02 0.94 20.00 CSTRS <br />