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<br /> <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved <br />Company Name: WESTERN FUELS - COLORADO <br />Filename: D:\DATA\SEDCAD\TR26 User: ROSS L. GUBKA, P.E. <br />Date: 07-06-1995 Time: 08:57:44 <br />lOYR - 24 YR EVENT FOR CULVERT C113 GOING INTO 007 POND <br />Storm: 2.00 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 />CULVERT C-113 <br />Drainage Area from J1, B1, S1, SWS(s)1: 136.6 acres <br />Total Contributing Drainage Area: 136.6 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 />--- <br />-- <br />-- <br />------- <br />------------ <br />0.90 ----------- <br />4.0 --------- <br />80.0 - <br />- <br />- <br />-- <br />- <br />---------------------------- <br />2.5 0.015 0.0 <br />Minimum Pipe Diameter Required: 30.0 inches <br />(See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) <br />---------------- (cfs) <br />-- <br />- <br />- <br />- <br />----------------- <br />IN/OUT 5.52 - <br />-- <br />--- <br />-- <br />------------ <br />29,26 <br /> <br />