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TERRRMRTRIX IPJC. ID~1-970-879-9048 MRR 29'96 11 34 No.004 P.08 <br />Civil Software Design -- 5EDCAD+ version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: ACZ, INC. - <br />Filename: C:\SEDCAD3\20MILE\E V4 User: jcw <br />Date: 03-z9-1996 Time: 09:38:40 <br />` Pond E: Principal Spillway As-built (minimum detentlon time) <br />storm: 1.80 inches, 30 year-24 hour, SCS Typo II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />J3, B1, S1 <br />Pond E <br />Drainage Area from J3, B1, S1, SWS(e)1: 0.0 acres <br />Total Contributing Drainage Area: 33.5 acres <br />DISCHARGE OPTIONS: <br />Perf. Emergency <br />Riser Spillway <br />lICOO!!!!CG! !! ! Q~ CCP GC CLGC .....~ <br />Riser Diameter (in) za.o ---- <br />Riser Height (ft) 6.86 ---- <br />Barrel Diameter (in) 18.0 ---- <br />Barrel Length (ft) 73.00 ---- <br />Barrel Slope (~) 1.00 ---- <br />~nning'a n of Pipe 0.014 <br /> <br />illway Elevation ____ <br />6843.4 <br />Lowest Elevation of Holes 6840.6 ---- <br />~ of Holes/Elevation 4 ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (ft) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manninq's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6843.5 <br />Crest Length (f t) ---- 17.0 <br />Z:1 (Left and Right) -- -- 6 2 <br />Bottom Width (f t) ---- 55.0 <br />POND RESULTS: <br />sediment Permanent Dead Sediment <br />storages <br />• Pool Space Algorithm <br />(ac-ft) (ac-ft) (t) <br />v veevv-vv~~~wvvvvvvvvvvvvvvvvvvrvvvvav <br />0.71 0.91 20.00 CSTRS <br />