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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />• Company Name: Peabody Coal Company <br />Filename: C:\SEDCAD3\2W\2WRD-ME3 User: RJG <br />Date: 10-30-1990 Time: 16:37:17 <br />SENECA II-W HRD-ME3 (AS-BUILT) <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />HRD ME3 <br />Drainage Area from J1, B1, S1, SWS(s)1: 1.5 acres <br />Total Contributing Drainage Area: 1.5 acres <br />MATERIAL: OTHER <br />Triangular Nonerodible Channel <br />• Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) (%) <br />------------------------------------------------- <br />------------------------------------------------- <br />1.13 4.0:1 2.0:1 5.0 0.035 <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />----------------------------------------------- <br />----------------------------------------------- <br />0.36 2.92 2.1 0.170 1.22 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />----------------------- <br />----------------------- <br />IN/OUT 0.09 1.13 <br />~******************~**~~*~~~*******~*************~***********~**s***~r**a****~~ <br />C~ <br />