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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: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\FLUM106A Uaer: Karl Koehler/Ray DuBois <br />Date: 02-17-1999 Time: 13:06:23 <br />MID. FLUME (w/No.3 As-Built); 10 YR-24 HR; PONDS @ 60% SEDIMENT LOAD <br />Storm: 1.40 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J4, B1, S1 <br />Middle Flumes#2 Pond ~ <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 />Barrel Length (ft) ---- <br />Barrel Slope (%) ____ <br />anning'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 />POND RESULTS: <br />Sediment Permanent Dead Sediment <br />• Storages Pool Space Algorithm <br />(ac-ft) <br />---------- (ac-ft) <br />----------- (%) <br />--------- <br />----------- <br />---------- <br />6.14 ----------- <br />4.07 --------- <br />20.00 ----------- <br />CSTRS <br />