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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: 21:55:09 <br />POND MB-1 ASSUMING A HWL OF 6303.0 TO ACHIEVE 13.1 ACFT OF STORAGE <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------ <br />------------------------ <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 />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 <br />Crest Length (ft) <br />Z:1 (Left and Right) <br />Bottom Width (ft) <br />POND RESULTS: <br />Sediment <br />Storage* <br />(ac-ft) <br />Trickle Emergency <br />Tube Spillway <br />------------------ <br />12.0 ---- <br />100.00 ---- <br />10.00 ---- <br />0.014 ---- <br />6303.0 ---- <br />0.9 ---- <br />0.0 ---- <br />---- 6304.4 <br />---- 14.0 <br />-- -- 2 2 <br />---- 26.0 <br />Permanent Dead <br />Pool Space <br />(ac-ft) (~) <br />1.9 acres <br />84.3 acres <br />Sediment <br />Algorithm <br />• <br />• <br />• <br />