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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ Inc. <br />• Filename: D:\TOM\KERR\BDDITCH User: TEL <br />Date: 09-04-1991 Time: 14:25:20 <br />KERR GOAL COMPANY:TOPSOIL STOCKPILE B-D RETAINMENT DITCH <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />eav==ezv.eeoeceeo...eoeev.aca=-eveev=evvoeevv <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br />JBS SWS Area <br />(ac) <br />-------------------------- <br />111 1 0.50* <br />Type: <br />111 Structure 0.50 <br />Base- Runoff Peak <br />CN UHS Tc K X Flow Volume Discharge <br />(hrs) (hrs) (cfs) (ac-ft) (cfs) <br />---------------------------------------------------- <br />- -------------------------------------------------- <br />90 F 0.002 0.000 0.000 0.0 0.04 0.44 <br />Null Label: RETAINMENT DITCH <br />0.04 <br />------------------------------------------------------------------------------- <br />111 Total IN/OUT 0.50 0.04 0.44 <br />- ---- ----- ----------- ---- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <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 /> <br />--- (ft) (%) <br />----------------------------- (hrs) <br />------- (tons) <br />----------- (mg/]) <br />------- (ml/1) (ml/1) (ml/1) <br />-------------------- <br />--- <br />R 111 ----------------------------- <br />1 0.28 50.0 50.0 0.900 ------- <br />0.000 ----------- <br />1 13.2 ------- -------------------- <br /> Type: Null Label: RETAINMENT DITCH <br />111 Structure 13.2 <br />--- <br />111 ----------------------------- <br />Total IN/OUT ------- ----------- <br />13.2 ------- <br />441019 -------------------- <br />282.04 172.31 29.69 <br /> <br />C~ <br />