Laserfiche WebLink
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: J:\882\SEDCAD\POND06D3 User: DGG <br />Date: 02-26-1998 Time: 11:41:44 - <br />SENECA II WEST MINE POND 006 AND PRESETTLING BASIN (PHASE IV) <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />-------------------------- <br />J1, B1, S2 <br />PRESETTLING BASIN <br />Drainage Area from J1, B1, S2, SWS(s)1-4: 131.0 acres <br />Total Contributing Drainage Area: 564.2 acres <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />Barrel Slope (~) ---- <br />Manning'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 7116.0 <br />Crest Length (ft) 10.0 <br />Z:1 (Left and Right) 3 3 <br />Bottom Width (ft) 10.0 <br />POND RESULTS: <br />Sediment Permanent Dead Sediment <br />Storage* Pool Space Algorithm <br />(ac-ft) <br />--------- <br />--------- (ac-ft) <br />------------- <br />----- <br />---- ($) <br />------------------ <br />------------------- <br />12.27 -- <br />-- <br />3.51 20.00 CSTRS <br />• <br /> <br />• <br />C~ <br />