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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\BYRON\RIVPOND User: bgw <br />Date: 10-26-1993 Time: 10:55:58 <br />RIVER POND, 25-YEAR 24-HOUR DISCHARGE THRU EMERGENCY SPILLWAY <br />Storm: 3.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />J2, B1, S1 <br />POND SUMMARY <br />Drainage Area from J2, B1, S1, SWS(s)1: 0.1 acres <br />Total Contributing Drainage Area: 6.5 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 24.0 ---- <br />~arrel Length (ft) 50.00 <br /> <br />arrel Slope <br />(~) ____ <br />2.00 <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevat ion 7100.5 ---- <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 />RESULTS: <br />0.9 ---- <br />0.5 ---- <br />Permanent <br />Pool <br />(ac-ft) <br />7104.5 <br />20.0 <br />47 7 <br />10.0 <br /> <br />