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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\POND6100 User: TEL <br />Date: 09-25-1995 Time: 15:40:30 <br />SENECA II WEST MINE: POND 006 WORST CASE (100-YR, 24-HR) <br />Storm: 2.50 inches, 100 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=URGE OPTIONS: <br />Emergency <br />Spillway <br />------------------------------------------------------------------------------ <br />------------------------------------------------------------------------------ <br />-=er Diameter (in) ---- <br />.is=_r Height (ft) ---- <br />_- rel Diameter (in) ---- <br />~arrel Length (ft) ---- <br />=-ni~g's n of Pipe ---- <br />_il'_way Elevation ---- <br />=~::=_s. Elevation of Holes ---- <br />cf -oles/Elevation ---- <br />__-ante Loss Coefficient ---- • <br />~ilwater Depth (ft) ---- <br />_=ch Angle (degrees) ---- <br />_ir 'v:idth (ft) ---- <br />_chon Crest Elevation ---- <br />_~hon Tube Diameter (in) ---- <br />=~hcn Tube Length (ft) ---- <br />a=ning's n of Siphon ---- <br />:~hon Inlet Elevation ---- <br />_~hon Outlet Elevation ---- <br />rcency Spillway Elevation 7070.8 <br />_~est Length (ft) 100.0 <br />_ (Left and Right) 3 3 <br />.a oa Width (ft) 15.0 <br />.\D RESULTS: <br /> Permanent <br /> Pool <br /> (ac-ft) <br /> ====17=6= <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN 30 86 215 98 <br />OUT 30.86 160.50 <br />Peak Hydrograph <br />Elevation Detention Time <br />