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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\TCC\DEH2OTOP User: CW BEGEJ <br />Date: 12-20-1995 Time: 11:20:58 <br />GENERIC SAE DEMO FOR W SIDE OF TOPSOIL @ DEWATERING PONDS-FLOW N OR S <br />Storm: 1.80 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 />BINCO(D), TOPSOIL <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 0.8 acres <br />Total Contributing Drainage Area: 0.8 acres <br />GRASS FILTER INPUTS: <br />Bulk Specific Gravity: 1.25 <br />Initial Depth of Sediment in Zone D: 0.00 inches <br />Manning's Grass Grass Infiltration Stiffness ------ Filter ------ <br />Seg n Height Spacing Rate Factor Length Width Slope <br /># (in) (in) (iph) (N-sq m) (ft) (ft) (%) <br />1 0.0117 9.0 2.0 0.05 20.000 150.0 40.0 7.0 <br />Total Filter Peak Critical Filter Sediment <br />Trap Infiltration Infiltration Flow Prone Travel Wedge Depth <br />Efficiency Volume Rate Depth Velocity Time Location in Zone C <br />(%) (ac-ft) (cfs) (inch) (fps) (hrs) (feet) (inch) <br />62.0 0.0079 0.0069 0.142 1.0367 0.1000 0.860 0.113 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) (cfs) (tons) (mg/1) ml/1 (ml/1) (ml/1) <br />IN 0.06 0.76 3.7 81129 <br />OUT 0.05 0.75 1.4 44094 <br />25.14 13.71 3.19 <br />0.48 0.21 0.01 <br /> <br />• <br />