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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:\821\SUB3P25 User: TEL <br />Date: 09-22-1997 Time: 09:08:21 <br />OXBOW: SUBSTATION 3 POND 25-YR <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 />J1, B1, 51 <br />SUBSTATION 3 POND <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 1.3 acres <br />Total Contributing Drainage Area: 1.3 acres <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />~er Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />Barrel Slope (%) ---- <br />Manning'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 Crest Elevation ---- <br />Siphon Tube Diameter (in) ---- <br />Siphon Tube Length (ft) ---- <br />nning's n of Siphon ---- <br />phon Inlet Elevation <br />~phon Outlet Elevation ---- <br />Emergency Spillway Elevation 6182.8 <br />296 <br />