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Kln 11V1. lL•1-7f V-LYf 7-7V40 <br />• ~__ ~.._ <br />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: C:\SEDCAD3\2014ILE\E V4 User: jcw <br />Date: 03-29-1995 Times 09:38:40 <br />Pond E: Principal Spillway Aa-built (minimum detention time) <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval:. 0.1 hr <br />CLCC'3QiCCSCQi'Lpiiiifiifiiii <br />POND INPUT/OUTPUT TAHLE <br />L:iiiiliilG~S~CGC~iR«==== <br />~ J3, H1, S1 <br />Pond E <br />Drainage Area from J3, 81, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 33.5 acres <br />DISCHARGE OPTIONS: <br /> Perf. Emergency <br /> Riser Spillway <br />6~CiiGClC6 6 ~ C6 C 6 -CCC CC G CCC ~ <br />Riser Diameter (in) za.o ---- <br />Riser Height (ft) 6.86 ---- <br />Barrel Diameter (in) 18.0 ---- <br />Harrel Length (ft) 73.00 ---- <br />Barrel Slope (t) 1.00 <br />~ing's n of Pipe 0.014 ____ <br />lwny Elevation 6843.4 <br />Lowest Elevation of Holes 6840.6 ---- <br />,~ of Holes/Elevation 4 ---- <br />Entrances 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 />Nanninq's n of Siphon ---- ---- <br />Siphon.Inlet Elevation ---- ---- <br />Siphon outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6843.5 <br />Crest Length (ft) ---- 17.0 <br />Z:1 (Left and Right) -- -- 6 2 <br />Bottam Width (f t) ---- 55.0 <br />POND RESULTS: <br />sediment Permanent bend Sediment <br />Storage+~ Pool Space Algorithm <br />(ac-ft) (ac-ft) (g) <br />vveveovc=viiiiir-iii--iiiiii-i!!{O..yppiCiG <br />0,71 0.81 20.00 CSTRS <br />