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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A11 rights reserved. <br />• Company Name: ACZ, INC. <br />Filename: C:\TOMMY\821\PONDB25 User: TEL <br />Date: 06-12-1997 Time: 14:26:57 <br />OXBOW CARBON & MINERALS <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 />J3, B1, S1 <br />POND B <br />Drainage Area from J3, B1, S1, SWS(s)1-2: 1.6 acres <br />Total Contributing Drainage Area: 54.8 acres <br />DISCHARGE OPTIONS: <br />Riser Diameter (in) <br />Riser Height (ft) <br />Barrel Diameter (in) <br />Barrel Length (ft) <br />• arrel Slope (%) <br />,~ning's n of Pipe <br />spillway Elevation <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) <br />Siphon <br />Siphon <br />Siphon <br />Mannirn <br />Siphon <br />Siphon <br />Crest Elevation <br />Tube Diameter (in, <br />Tube Length (ft) <br />3's n of Siphon <br />Inlet Elevation <br />Outlet Elevation <br />Emergency <br />Spillway <br />---------------------------------------------------- <br />---------------------------------------------------- <br />Emergency Spillway Elevation 6068.0 <br />Crest Length (ft) 18.0 <br />Z:1 (Left and Right) 2 2 <br />Bottom Width (ft) 10.0 <br />^^ND RESULTS: <br />• Permanent <br />Pool <br />(ac-f t) <br />2.6 <br />196 <br />