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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\WFILL3 User: CWB <br />Date: 07-23-1997 Time: 10:34:31 <br />WEST SIDE OF FILL 3: D31 & D32 (100-YR), DS3B, 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 />D31: 100 YR <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 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 />3.20 <br />2.5:1 20.0:1 5.0 0.035 <br />• <br />• <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />0.32 2.79 7.2 0.159 1.23 <br />w/ Freeboard: 0.62 13.9 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 0.29 3.20 <br />*~**~*****~*********~**~~***~~****~~*#***~******~**************~******~******t* <br />J1, B2, S1 <br />DS3B:10 YR <br />Drainage Area from J1, B2, S1, SWS(s)1: 0.9 acres <br />Total Contributing Drainage Area: 0.9 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 />