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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\WELK\SAETPDS User: bgw <br />Date: 07-27-1994 Time: 10:53:12 <br />Water Tank SAE, downslope from the tank and pad <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 />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-ft) (cfs) <br />111 1 0.07 98 F 0.002 0.002 0.227 0.0 0.01 0.10 <br />111 2 0.10* 91 F 0.002 0.000 0.000 0.0 0.01 0.11 <br /> Type: Null Label: downslope runoff <br />111 Structure 0.17 <br />- <br />------- <br />------------- <br />------- 0.02 <br />-------- <br />---------- <br />--- <br />111 ---------------- <br />Total IN/OUT ------- <br />0.17 ------- 0.02 0.20 <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) M (hrs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />R 111 1 0.37 44.0 5.0 0.000 0.002 1 0.0 <br />R 111 2 0.37 12.0 0.5 0.050 0.000 1 0.0 <br /> Type: Null Label: downslope runoff <br />111 Structure 0.0 <br />------ <br />------------ ---------------- <br />---- <br />111 ----------------- <br />Total IN/OUT ----------- ------- --- 0.0 --148 0.07 0.06 0.01