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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: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\CR\CSFAST User: CWB <br />Date: 11-28-1997 Time: 11:39:04 <br />CULVERT C5, BARREN RIDGE <br />Storm: 2.10 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 />BARREN RIDGE RECLAIM <br />Drainage Area from J1, B1, Sl, SWS(s)1: 1.9 acres <br />Total Contributing Drainage Area: 1.9 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br /> <br />------------ (ft) <br />----------- (ft) <br />--------- (%) (ft) <br />---------------------------- <br />------------ <br />0.90 ----------- <br />3.0 ----- <br />60.0 ---------------------- <br />50.0 0.019 0.0 <br /> <br />Minimum Pipe Diameter Required: 6.0 inches <br />(See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) <br />----------------- (cfs) <br />------------ <br />----------------- <br />IN/OUT 0.12 ------------ <br />1.57 <br /> <br /> <br />