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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: <br />Filename: B:\ESCCUL3 <br />Date: <br />#7N ESQ <br />Storm: 1.80 inches, 10 <br />Hydrograph <br />Greystone Development Consultants <br />User: CW BEGEJ <br />10-09-1995 Time: 17:16:51 <br />:APE SHAFT RD, CULVERT C3 <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />DRAINAGE <br />Drainage Area from J1, B1, S1, SWS(s)1: 45.0 acres <br />Total Contributing Drainage Area: 45.0 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br />(ft) (ft) (~) (ft) <br />------------------- ---- ---- ------ <br />0.90 1.0 30.0 5.0 0.024 0.0 <br />Minimum Pipe Diameter Required: 24.0 inches <br />• (See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 0.98 3.96 <br />*****************,e*********************,t**********~**************************~~ <br />u <br />