Laserfiche WebLink
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\KN\P0NDISED User: CWB <br />Date: 11-28-1994 Time: 15:36:22 <br />CANADIAN STRIP, POND 001 <br />Storm: 1.40 inches, 5 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />J2, B1, S1 <br />POND 001 <br />Drainage Area from J2, B1, S1, SWS(s)1: 2.3 acres <br />Total Contributing Drainage Area: 100.3 acres <br />DISCHARGE OPTIONS: <br />Drop Emergency <br />Inlet Spillway <br />Riser Diameter (in) 18.0 ---- <br />Riser Height (ft) 5.00 ---- <br />Barrel Diameter (in) 18.0 ---- <br />Barrel Length (ft) 75.00 ---- <br />Barrel Slope ($) 2.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 8199.0 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes.jElevation ---- ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (ft) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning's :n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 8200.0 <br />Crest Length (ft) ---- 20.0 <br />Z:1 (Left and Right) -- -- 3 3 <br />Bottom Width (ft) ---- 16.5 <br />POND RESUL'.CS <br /> Sediment Permanent Dead Sediment <br /> Storage* Pool Space Algorithm <br /> (ac-ft) (ac-ft) ($) <br />C~ <br />C~ <br />CJ <br />