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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:\TOMMY\821\PONDB User: TEL <br />Date: 07-03-1997 Time: 16:53:05 <br />OXBOW CARBON & MINERALS POND B <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydroqraph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <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 />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 />Trickle Emergency <br /> ----- ------==Tube====Spillway=====_ <br />_______________________ <br />- ------ <br />iser Diameter ----- --- <br />(in) _ <br />--- <br />---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 3.0 ---- <br />Barrel Length (ft) 5000.00 ---- <br />Barrel Slope (%) o.ol ---- <br />Manning's n of Pipe 0.050 ---- <br />Spillway Elevat ion 6063.0 ---- <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 />°rgency Spillway Elevation ---- 6068.0 <br />est Length (ft) ---- 18.0 <br />Z:1 (Left and Right) -- -- 2 2 <br />Bottom Width (ft) ---- 10.0 <br />i ~r_ <br />iu .~ i <r a -; v' <br />