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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: Greystone Development Consultants <br />Filename: C:\SCAD\DT\MTN\#5AMB1 User: C.W. BEGEJ <br />"- Date: 12-20-1995 Time: 21:51:29 <br />POND MB-1 ASSUMING A HWL OF 6303.0 TO ACHIEVE 13.1 ACFT OF STORAGE <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />LAST POND ONLY TABLE <br />J2, B1, S1 <br />POND MB-1 <br />Drainage Area from J2, B1, S1, SWS(s)1: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />1.9 acres <br />84.3 acres <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />B 1 Diameter (in) 12.0 ---- <br />~rel Length (ft) 100.00 ---- <br />Barrel Slope (~) 10.00 ---- <br />Manning's n of Pipe 0.014 ---- <br />Spillway Elevat ion 6303.0 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.9 ---- <br />Tailwater Depth (ft) 0.0 ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />anning's n of Siphon ---- ---- <br />iphon Inlet Elevation ---- ---- <br />iohon Outlet Elevation ---- ---- <br />ergency Spillway Elevation ---- 6304.4 <br />est Length (ft) ---- 14.0 <br />1 (Left and Right) -- -- 2 2 <br />* om Width (ft) ---- 26.0 <br />RESULTS: <br /> Sediment Permanent Dead Sediment <br /> Storage* Pool Space Algorithm <br /> (ac-ft) (ac-ft) (°s) <br />