Laserfiche WebLink
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:\KEVZN\821\POND_C User: K. Kammerzell <br />Date: 06-12-1997 Time: 17:14:55 <br />Pond C Hydrology and Sedimentology <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />CAUTION: THE STAGE OF YOUR PRINCIPLE SPILLWAY MAY CAUSE BED SCOUR. <br />YOUR OBSERVED EFFLUENT MAY NOT MEET THE DESIRED EFFLUENT STANDARD. <br />INCREASE THE STAGE OF YOUR PRINCIPAL SPILLWAY. <br />............................................................................... <br />J2, B1, S1 <br />Watershed H <br />Drainage Area from J2, B1, S1, SWS(s)1: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br /> Broad <br /> Trickle Crested <br /> Tube Weir <br />iser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 3.0 ---- <br />Barrel Length (ft) 5000.00 ---- <br />Barrel Slope (e) 0.05 ---- <br />Manning's n of Pipe 0.050 ---- <br />Spillway Elevation 6037.5 6043.5 <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) ---- 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 />rgency Spillway Elevation ---- ---- <br />~est Length (ft) ---- ---- <br />Z:1 (Left and Right) -- -- -- -- <br />Bottom Width (ft) ---- ---- <br />'u~, <br />1.8 acres <br />5.8 acres <br /> <br />