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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: Greystone Development Consultants <br />Filename: C:\SCAD\DT\MYN\3NEW195 User: CWB <br />Date: 01-20-1995 Time: 15:08:03 <br />POND HYDRAULICS - MB-3 <br />Storm: 1.90 inches, l0 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />LAST POND ONLY TABLE <br />J5, B1, S1 <br />POND MB-3 <br />Drainage Area from J5, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 7.9 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 6.0 ---- <br />Barrel Length (ft) 185.00 ---- <br />Barrel Slope ($) 10.27 ---- <br />Manning's n of Pipe 0.014 ---- <br />Spillway Elevat ion 6058.1 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.7 ---- <br />Tailwater Depth (ft) 0.0 ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6064.5 <br />Crest Length (ft) ---- 10.0 <br />2:1 (Left and Right) -- -- 1 1 <br />Bottom Width (ft) ---- 8.0 <br />POND RESULTS: <br />Sediment Permanent Dead Sediment <br />Storage* Pool Space Algorithm <br />(ac-ft) (ac-ft) ($) <br />----------------------------------------- <br />----------------------------------------- <br />• <br />r~ <br />u <br />• <br />