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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\WELK\M3-5A User: C.W. BEGEJ <br />Date: 10-07-1993 Time: 09:38:23 <br />POND MB-5 <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />J2, B1, S1 <br />POND MB-5 <br />Drainage Area from J2, Bl, S1, SWS(s)1: 0.3 acres <br />Total Contributing Drainage Area: 15.8 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 8.0 ---- <br />Barrel Length (ftj 75.00 ---- <br />rrel Slope (~) 5.75 ---- <br />*~~ing's n of Pipe 0.015 ---- <br />S~,lllway Elevation 6043.0 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.9 ---- <br />Tailwater Depth (ft) 0.5 ---- <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 ---- 6046.4 <br />Crest Length (ft) ---- 14.0 <br />Z:1 (Left and Right) -- -- 3 3 <br />Bottom Width (ft) ---- 12.0 <br />PO~ RESULTS: <br />Sediment Permanent <br />Dead Sediment <br /> Storage* Pool Space Algorithm <br /> (ac-ft) (ac-ft) ($) <br />