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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-B9 User: RJG <br />Date: 10-26-1990 Time: 15:34:49 <br />SENECA II-W HRD-B9 <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 />J1, 81, S1 <br />HRD-89 <br />Drainage Area from J1, B1, S1, SWS(s)1: 8.0 acres <br />Total Contributing Drainage Area: 8.0 acres <br />MATERIAL: OTHER <br />Triangular Nonerodible Channel <br />Design <br />Discharge <br />(cfs) <br />4.33 <br />• Depth <br />(ft) <br />0 76 <br />Bottom Manning's <br />Width ZLeft ZRight Slope n <br />(ft) (%) <br />--------------------------------------- <br />------------------------- <br />2.0 1 2.0:1 3.2 0.035 <br />Top Hydraulic Froude <br />Velocity Width Radius Number <br />(fps) (ft) <br />--------------------------------------- <br />3,72 3.1 0.,.41 1.06 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) , <br />----------------------- <br />----------------------- <br />IN/OUT 0.37 4.33 <br />x******r*****************************************************x******~*~****s*** <br />• <br />