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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:\SCAD\DT\TCC\DEH2OTOP User: CW BEGEJ <br />Date: 12-20-1995 Time: 01:50:37 <br />GENERIC SAE DEMO FOR E SIDE OF TOPSOIL @ EMD DEWATER PONDS-FLOW N OR S <br />Storm: 1.80 inches, l0 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 />MULCHED TOPSOIL &DIS <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 0.7 acres <br />Total Contributing Drainage Area: 0.7 acres <br />GRASS FILTER INPUTS: <br />Bulk Specific Gr <br />Initial Depth of <br />Manning's Grass <br />Seg n Height <br /># (in) <br />--------------------- <br />--------------------- <br />1 0.0117 9.0 <br />• Total <br />Trap Infiltration <br />Efficiency Volume <br />(%) (ac-ft) <br />89.9 <br />Runoff <br />Volume <br />(ac-ft) <br />0.0025 <br />Peak <br />Discharge <br />(cfs) <br />IN 0.05 0.64 <br />OUT 0.05 0.64 <br />3Vlty: 1.18 <br />Sediment in Zone D: 0.00 inches <br />Grass Infiltration Stiffness ------ Filter ------ <br />Spacing Rate Factor Length Width Slope <br />(in) (iph) (N-sq m) (ft) (ft) (%) <br />------------------------------------------------------- <br />------------------------------------------------------- <br />2.0 0.05 20.000 50.0 70.0 6.6 <br />Filter Peak Critical Filter Sediment <br />Infiltration Flow Prone Travel Wedge Depth <br />Rate Depth Velocity Time Location in Zone C <br />(cfs) (inch) (fps) (hrs) (feet) (inch) <br />0.0041 0.092 <br />Peak Sediment <br />Sediment Concentration <br />(tons) (mg/1) <br />1.0367 0.1000 1.085 0.0542 <br />Peak Settleable <br />Concentration <br />ml/1 <br />1.6 43531 <br />0.2 6476 <br />28.91 <br />0.37 <br />24VW 24AA <br />(ml/1) (ml/1) <br />18.26 2.93 <br />0.17 0.01 <br />~~*************,r**~******~*****************~*********************,r**~********** <br /> <br />