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Civil Software Design -- SEDCAD+ Version 3 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Company Nay <br />Filename: A:\OV\9A-P1A <br />• Date: <br />Storm: 2.20 inches, 100 <br />Hydrograph <br />ae: Cyprus Empire <br />03-20-1992 Time: <br />POND 9A-P1 <br />year-24 hour, SCS <br />Convolution Inter <br />Corporation <br />User: TKJ <br />14:00:18 <br />Type II <br />ral: o.l hr <br />LAST POND ONLY TABLE <br />------------------------ <br />------------------------ <br />J1, B1, S1 <br />POND 9A-P1 <br />Drainage Area from J1, B1, S1, SWS(s)1: 81.0 acres <br />Total Contributing Drainage Area: 81.0 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />Riser Diameter (inj ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 12.0 ---- <br />Barrel Length (ft) 55.00 ---- <br />Barrel Slope (~) 1.00 ---- <br />ning's n of Pipe 0.024 <br />~ <br />llway Elevation ____ <br />6161.0 <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 ---- 6164.0 <br />Crest Length (ft) ---- 45.0 <br />Z:1 (Left and Right) -- -- 3 3 <br />Bottom Width (ft) ---- 15.0 <br />POND RESULTS: <br />Sediment Permanent Dead Sediment <br />. Storage° Pool Space Algorithm <br />(ac-ft) (ac-ft) <br />-- <br />- <br />--- <br />- (~) <br />------- - <br />---------- <br />0.11 -- <br />-- <br />- <br />4.60 20.00 CSTRS <br />