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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\SAEIDUP User: bgw <br />Date: 07-27-1994 Time: 07:22:24 <br />Water Tank SAE, Interceptor Ditch, Upslope Area <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <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) <br />--- (hrs) (hrs) (cfs) <br />---- <br />------ <br />------ (ac-ft) (cfs) <br /> <br />111 <br />1 <br />1.02 63 -------- <br />-- <br />F 0.092 0.000 0.000 0.0 --------- <br />0.01 -------- <br />0.02 <br /> Type: Null Label: Interceptor Ditch <br />111 <br />---- Structure <br />----- <br />------ 1.02 <br />---- <br />---- 0.01 <br /> <br />111 --- <br />Total IN/OUT ----- <br />1.02 ------------------------------ --------- <br />0.01 --------- <br />0.02 <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 0.37 225.0 13.4 0.038 0.000 1 0.0 <br />Type: Null Label: Interceptor Ditch <br />111 Structure 0.0 <br />----------------------------------------------------------------------------- <br />111 Total IN/OUT 0.0 18393 9.06 7.38 0.03 <br />----------------------------------------------------------------------------- <br />---------------------------------------------------------------------------- <br /> <br />