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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: C:\KEVIN\821\POND_C1 User: K. Kammerzell <br />• Date: 06-17-1997 Time: 16:07:11 <br />Pond C Hydrology 25-Year, 24-Hour Storm Event <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J2, B1, S1 <br />Watershed H <br />Drainage Area from J2, B1, S1, SWS(s)1: 1.8 acres <br />Total Contributing Drainage Area: 5.8 acres <br />DISCHARGE OPTIONS: <br />Broad <br />Crested <br />Weir <br />---------------------------------------------------------------------- <br />---------------------------------------------------------------------- <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />Barrel Slope (°s) ---- <br />Wing's n of Pipe ---- <br />.•~illway Elevation 6043.5 <br />Lowest Elevation of Holes ---- <br />~ of Holes/Elevation ---- <br />Entrance Loss Coefficient ---- <br />Tailwater Depth (ft) ---- <br />Notch Angle (degrees) ---- <br />Weir Width (ft) 5.0 <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 ---- <br />Crest Length (ft) ---- <br />Z:1 (Left and Right) -- -- <br />Bottom Width (ft) ---- <br />POND RESULTS: <br /> Permanent <br /> Pool <br />• -(ac_ft) <br /> - <br />0.4 <br />2l0 <br />