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<br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: Greystone Development Consultants <br />Filename: C:\SCAD\DT\MTN\#3MB1 User: C.W. BEGEJ <br />Date: 1i-28-1995 Time: 15:56:09 <br />POND MB-1 EXCLUSIVELY USING STORAGE VOLUME OF THE SOUTH CELL <br />Storm: 2.80 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />LAST POND ONLY 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 />POND MB-1 <br />Drainage Area from J2, B1, S1, SWS(s)1: <br />Total Contributing Drainage Area: <br />OPTIONS: <br />Riser 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 <br />Siphon <br />Siphon <br />Manning <br />Siphon <br />Siphon <br />Crest Elevation <br />Tube Diameter {in) <br />Tube Length (ft) <br />3's n of Siphon <br />Inlet Elevation <br />Outlet Elevation <br />Emergency Spillway Elevation <br />Crest Length (ft) <br />Z:1 (Left and Right) <br />Bottom Width (ft) <br />Drop <br />Inlet <br />18.0 <br />8.00 <br />18.0 <br />100.00 <br />1.12 <br />0.024 <br />6301.5 <br />0.8 acres <br />83.3 acres <br />Drop Emergency <br />Inlet Spillway <br />8.0 <br />5.50 <br />8.0 <br />240.00 <br />1.00 <br />0.014 <br />6292.0 <br />6304.4 <br />14.0 <br />2 2 <br />26.0 <br />• <br />u <br />