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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: WESTERN FUELS <br />• Filename: C:\SEDCAD3\SAE1 User: DGA <br />Date: 11-15-1993 Time: 15:0-1:23 <br />ROAD BASE PAD S*IALL AREA ESEMPTION 10 1'R. 24 HR. EVENT <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />H;-drograph Convolution I.nter~•al: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />VON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />J1, B1, S1 <br />EAST SIDE DIb'ERSION <br />Drainage .area from J1, B1, S1, SWS(s)1-~}: 0.6 acres <br />Total Contributing Drainage area: 0.6 acres <br />MATERIAL: SHALES AND HARDPANS <br />Triangular Earthen Channel <br />Limiting Variable: Velocity = 6.000 fps <br />Sediment-laden Water <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) (%) <br />------------------------------------------------- <br />------------------------------------------------- <br />• 0.48 2.0:1 2.0:1 2.0 0.025 <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />----------------------------------------------- <br />----------------------------------------------- <br />0.32 2.32 1.3 0.144 1.02 <br />w/ Freeboard: 0.6^_ 2.5 <br />Runoff Peak Pea?; Sediment Pea!; Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 2a.-1:1 <br />(ac-ft) (cfs) (tons) (mg/11 (ml/1) (ml/1) (ml/1) <br />----------------------------------------------------------------------------- <br />/OL'T 0.04 0.-43 3.3 137097 86.17 59.01 1.03 <br />• <br />