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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\LOR\EFILL6 User: CWB <br />Date: 07-24-1997 Time: 15:44:33 <br />EAST SIDE OF FILL 6: D61 & D62 (100-YR), D66 (10-YR) <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />D61: 100 YR <br />Drainage Area from J1, B1, S1, SWS(s)1-2; 0.8 acres <br />Total Contributing Drainage Area: 0.8 acres <br />MATERIAL: COBBLES AND SHINGLES <br />Triangular Earthen Channel <br />Limiting Variable: Velocity = 5.500 fps <br />sediment-laden Water <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) (~) <br />1.67 <br />2.5:1 20.0:1 5.0 0.035 <br />f <br /> <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />----------------------------------------------- <br />----------------------------------------------- <br />0.25 2.38 5.6 0.125 1.18 <br />w/ Freeboard: 0.55 12.4 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) <br />----------------- <br />----------------- (cfs) <br />------------ <br />------------ <br />IN/OUT 0.15 1.67 <br />**,t******,t,t*~***,-*~*****,k,t,t*,t********,t***,-~**,t,t,t*~*r****,t~*+*~*,r**,t*,t*****,t*~,t~ <br />J1, B2, S1 <br />D66:10 YR <br />Drainage Area from J1, B2, S1, SWS(s)1: 1.6 acres <br />Total Contributing Drainage Area: 1.6 acres <br />MATERIAL: COBBLES AND SHINGLES <br />Triangular Earthen Channel <br />Limiting Variable: Velocity = 5.500 fps <br />Sediment-laden Water <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) (~) <br />