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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\DEH20TOP 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, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <br />-Hydrology- <br />JBS SWS <br />111 1 <br />111 2 <br />111 Structure <br />Area CN UHS Tc K <br />(ac) (hrs) (hrs) <br />0.40* 90 F <br />0.27* 90 F <br />Type: Grass Filter <br />0.67 <br />Base- Runoff Peak <br />X Flow Volume Discharge <br />(cfs) (ac-ft) (cfs) <br />0.001 0.017 0.364 0.0 0.03 0.38 <br />0.017 0.000 0.000 0.0 0.02 0.26 <br />Label: MULCHED TOPSOIL &DIS <br />0.05 <br />111 Total IN 0.67 0.05 0.64 <br />111 Total OUT 0.05 0.64 <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Sedimentology- <br />SED: Sediment <br />SCp: Peak Sediment Concentration <br />SSp: Peak Settleable Concentration <br />24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours <br />24AA: Arithmetic Average Settleable Concentration - Peak 24 hours <br />PS <br />JBS SWS K L S CP Tt # SED SCp SSp 24VW 24AA <br /> (ft) (~) (hrs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />R 111 1 0.28 30.0 40.0 0.200 0.017 1 1.5 <br />R 111 2 0.28 200.0 5.2 0.060 0.000 1 0.1 <br /> Type: Gr ass Filter Label: MULCHED TOPSOIL &DIS <br />111 Struc ture <br />--- <br />------- 1.6 <br />---- <br />--- <br />------- <br />-------- <br />------- <br />------ <br />---- <br />111 ----- <br />Total ----- <br />IN ------- --------- -- <br />1.6 43531 28.91 18.26 2.93 <br />111 <br />---- <br />---- Total <br />----- <br />----- OUT <br />----- <br />----- <br />------- <br />------- <br />------------ <br />------------ <br />------- <br />------- 0.2 <br />--------- <br />--------- 6476 <br />-------- <br />-------- 0.37 <br />------- <br />------- 0.17 <br />------- <br />------- 0.01 <br />------ <br />------ <br /> <br />