Laserfiche WebLink
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: B:\ESCCUL2 User: CW BEGEJ <br />Date: 10-09-1995 Time: 17:16:28 <br />#7 NORTH ESCAPE SHAFT ROAD, CULVERT C2 <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----- ------------------------------ <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />ROAD & OVERLYING WS <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 104.1 acres <br />Total Contributing Drainage Area: 104.1 acres <br />Entrance . <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br />(ft) (ft) (~) (ft) <br />--------------------------------------------------------'--- <br />------------------------------------------------------------ <br />0.90 1.8 30.0 5.0 0.024 0.0 <br />Minimum Pipe Diameter Required: 18.0 inches <br />• (See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) <br />----------------- <br />- <br />--- <br />------- (cfs) <br />------------ <br />--- <br />--- <br />-- <br />- <br />-- <br />- <br />- <br />IN/OUT 2.30 - <br />- <br />- <br />7.20 _ <br />*********#**************************f****************************************** <br />r~ <br />\J <br />