Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\FLUMlOPl User: Karl Koehler/Ray DuBois <br />Date: 12-21-1999 Time: 16:30:48 <br />Mid. Flume As-Built No.l (with As-Built No.3 from MR-168), 10 Yr/24 Hr <br />Storm: 1.40 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />---------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J4, Bl, S1 <br />Pond No.2 (Proposed) <br />Drainage Area from J4, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 470.9 acres <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />------------------------------------------------------------------------------- <br />------------------------------------------------------- <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />rrel Length (ft) <br />rel Slope (°s) ---- <br />Ma ng's n of Pipe ---- <br />Spillway Elevation ---- <br />Lowest Elevation of Holes ---- <br /># of Holes/Elevation ---- <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 6900.5 <br />Crest Length (ft) 40.0 <br />Z:1 (Left and Right) 3.0 3.0 <br />Bottom Width (ft) 10.0 <br />P~ RESULTS: <br />Sediment Permanent Dead Sediment <br />Storage* Pool Space Algorithm <br />(ac-f t) (ac-ft) (%) <br />----------------------------------------- <br />6.14 4.07 20.00 CSTRS <br />