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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: WESTERN FUELS <br />Filename: C:\SEDCAD3\SSPOND2 User: DGA <br />Date: 12-06-1994 Time: 13:26:26 <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph 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 />............................................................................... <br />J1, B1, S1 <br />Drainage Area from J1, B1, S1, SWS(s)1: 2.5 acres <br />Total Contributing Drainage Area: 2.5 acres <br />DISCHARGE OPTIONS: <br /> Trickle Perf. Emergency <br /> <br />---------------------------- Tube <br />------------ Riser Spillway <br />--------------------------------------- <br />---------------------------- <br />Riser Diameter (in) ------------ <br />---- --------------------------------------- <br />4.0 ---- <br />Riser Height (ft) ---- 3.50 ---- <br />Barrel Diameter (in) 3.0 4.0 ---- <br />Barrel Length (ft) 100.00 50.00 ---- <br />Barrel Slope ($) 0.01 1.00 ---- <br />Manning's n of Pipe 0.014 0.014 ---- <br />Spillway Elevation 5660.0 5661.0 ---- <br />Lowest Elevation of Holes ---- 5660.2 ---- <br /># of Holes/Elevation ---- 2 ---- <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 />Emergency Spillway Elevation ---- ---- 5662.0 <br />Crest Length (ft) ---- ---- 10.0 <br />Z:1 (Left and Right) -- -- -- -- 0.1 0.1 <br />Bottom Width (ft) ---- ---- 24.0 <br />