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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\5REVFIN User: DGA <br />Date: 04-27-1994 Time: 08:08:29 <br />REFUSE AREA 5A <br />Storm: 1.60 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 />RP 5 <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 57.2 acres <br />Total Contributing Drainage Area: 57.2 acres <br />DISCHARGE OPTIONS: <br />• Trickle Emergency Emergency <br />Tube Spillway Spillway <br />Riser Diameter (in) ---- ---- ---- <br />Riser Height (ft) ---- ---- ---- <br />Barrel Diameter (in) 3.0 ---- ---- <br />Barrel Length (ft) 500.00 ---- ---- <br />Barrel Slope (~) 0.01 ---- ---- <br />Manning's n of Pipe 0.020 ---- ---- <br />Spillway Elevat ion 5516.1 ---- ---- <br />Lowest Elevation of Holes ---- ---- ---- <br /># of Holes/Elevation ---- ---- ---- <br />Entrance Loss Coefficient 0.2 ---- ---- <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 />hon Outlet Elevation <br />~rgency Spillway Elev <br />ation ---- 5518.6 5519.8 <br />Crest Length (ft) ---- 10.0 10.0 <br />Z:1 (Left and Right) -- -- 3.0 3.0 3.0 3.0 <br />Bottom Width (ft) ---- 10.0 25.0 <br />