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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: ACZ, INC. <br />Filename: D:\TOM\SENECA\P10ASB25 User: TEL <br />Date: 08-27-1996 Time: 14:30:23 <br />YOAST MINE: SEDIMENT POND 010 (25-year, 24-hour) <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.2 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J3, B1, S1 <br />YOAST POND 10 <br />Drainage Area from J3, H1, S1, SWS (s)1: 152.5 acres <br />Total Contributing Drainage Area: 948.5 acres <br />I 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 />M~g•s n of Pipe ---- <br />Sp way 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 (f t) ---- <br />Manning•s n of Siphon ---- <br />Siphon Inlet Elevation ---- <br />Siphon Outlet Elevation ---- <br />Emergency Spillway Elevation 6787.6 <br />Crest Length (ft) 40.0 <br />Z:1 (Left and Right) 3 3 <br />Bottom Width (ft) H.7 <br />POND RESULTS: <br />• Sediment Permanent Dead Sediment <br />Storage* Pool Space Algorithm <br />(ac-ft) <br />---------- (ac-ft) <br />----------- (~) <br />--------- <br />----------- <br />---------- <br />2.40 ----------- <br />17.05 --------- <br />20.00 ----------- <br />DEPOSITS <br />