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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: E:\SEDCAD3\SEN\2WRD-F1 User: RJG <br />Date: 10-26-1990 Time: 15:35:07 <br />SENECA II-W HRD-F1 <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 F1 <br />Drainage Area from J1, B1, S1, SWS(S)1: 18.7 acres <br />Total Contributing Drainage Area: 18.7 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 />14.06 2.0:1 2.0:1 10.0 0.035 <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />----------------------------------------------- <br />----------------------------------------------- <br />0.96 7.65 3.8 0.429 1.95 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />----------------------- <br />----------------------- <br />IN/OUT 1.10 14.06 <br />*************x***********************~***************~***~*************s*****~* <br />• <br />