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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\MCC\EPADVEG User: C. W. BEGEJ <br />Date: 09-23-1994 Time: 16:46:04 <br />SAE ON E SIDE OF LOWER STORAGE BENCH, W OF MB1 EMERG SPILLWAY CHANNEL <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <br />-Hydrology- <br />• <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> <br />---- <br />---- <br />---------- <br />------ <br />- (ac) <br />--------------------- <br />------ <br />-------------- (hrs) <br />------- <br />------- (hrs) <br />------ <br />------ (cfs) <br />-------------- <br />------------- (ac-ft) <br />-------- <br />----- <br />-- (cfs) <br />-------- <br />-------- <br />111 - <br />-- <br />1 - <br />0.15* 88 M 0.010 0.000 0.000 0.0 - <br />0.01 0.14 <br /> Type: Grass Filter Label: AREA EAST OF LOW PAD <br />111 Structure 0.15 0.01 <br />111 Total IN 0.15 0.01 0.14 <br />111 Total OUT 0.01 0.14 <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />---------------------------------------- <br />-Sedimentology- <br />r, <br />U <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 />SBS 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 0.32 17.0 50.0 0.012 0.000 1 0.0 <br />Type: Grass Filter Label: AREA EAST OF LOW PAD <br />111 Structure 0.0 <br />----------------------------------------------------------------------------- <br />111 Total IN 0.0 4211 1.92 1.42 0.08 <br />111 Total OUT 0.0 1421 0.01 0.01 0.00 <br />C J <br />