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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: ACZ, INC. <br />Filename: D:\TOM\SENECA\POND625A User: TEL <br />Date: 09-25-1995 Time: 13:34:39 <br />SENECA II WEST MINE: POND 006 WORST CASE (25-YR, 24-HR) • <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J2, B1, S1 <br />POND 006 <br />Drainage Area from J2, B1, S1, SWS(s)1-2: 6.8 acres <br />Total Contributing Drainage Area: 676.1 acres <br />==C?zRGE OPTIONS: <br />Emergency <br />Spillway <br />______________________________________________________________________________ <br />=er Diameter (in) ---- <br />riser Height (ft) ---- <br />_~~~'_ Diameter (in) ---- <br />3arrel Length (ft) ---- <br />~a--el Slope (%) ---- <br />a_niag's n of Pipe ---- <br />=illway Elevation ---- <br />..rest Elevation of Holes ---- <br />of -oles/Elevation ---- <br />-_ra^ce Loss Coefficient ---- <br />~ilwater Depth (ft} ---- <br />:tch Angle (degrees) ---- <br />=_r Width (ft) ---- <br />thon Crest Elevation ---- <br />_~hon Tube Diameter (in) ---- <br />_~hca Tube Length (ft) ---- <br />s=ni-g's n of Siphon ---- <br />_oho.-~ Inlet Elevation ---- <br />~he~ Outlet Elevation ---- <br />-_rcency Spillway Elevation 7070.8 <br />:~=st Length (ft) 100.0 <br />(Left and Right) 3 3 <br />.ttc~ Width (ft) 15.0 <br />.':D rESULTS: <br /> Permanent <br /> Pool <br /> (ac-f t) <br /> _===17.6 <br />Runoff Peak <br />Volume Discharge <br />IN 20 90 147 03 <br />OUT 20.90 96.71 <br />Peak Hydrograph <br />Elevation Detention Time <br />