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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: Peabody Coal Company <br />Filename: C:\SEDCAD3\2W\HG-A User: TW <br />Date: 03-06-1993 Time: 10:29:20 <br />HG LOADOUT HGLF - HR2 DITCH A <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />............................................................................... <br />THE n*VR RELATIONSHIP IS BEYOND THE DATA BASE -- THERE IS EITHER <br />NOT ENOUGH FLOW OR TOO MUCH FLOW TO CALCULATE THE CHANNEL PARAMETERS. <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 0.05 0.62 <br />******************************************************************************* <br /> <br />The channel was rerun as an erodible channel. See following pages. <br />• <br />