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1 <br /> i**ii*k***iii*Yi+*Y�kiYYl*i*+ik*++*+++##F##Yi#Y*#*+*i+i*i*!ri*Y***i***Y**YY*YY*YY**1Y111Y*iii++1YYYYRi+Y <br /> Y* ' <br /> k* SESOIL-84 : SEASONAL CYCLES OF WATER, SEDIMENT, AND POLLUTANTS IN SOIL ENVIRONMENTS ***** <br /> *** DEVELOPERS- M. BONA20UNTAS,ARTHUR D. LITTLE INC ,(617)864-5770,X5871 ***** <br /> *** J. WAGNER ,DIS/ADLPIPE, INC ,(617)492-1991,X5820 ***** <br /> ***** MODIFIED EXTENSIVELY BY: ***** <br /> *** D.M HETRICK ***** <br /> *** OAK RIDGE NATIONAL LABORATORY ***** <br /> **+ (615) 576-7556 ***** <br /> "** VERSION JANUARY 1995 ***** <br /> ****** MONTHLY SESOIL MODEL OPERATION ****** <br /> MONTHLY SITE SPECIFIC SIMULATION <br /> REGION STOCKTON DISPOSAL PL <br /> SOIL TYPE SAND <br /> FPOUNII Ethylbenzene <br /> HLOAD DATALICATION AREA LODI RUN 1 <br /> GENERAL INPUT PARAMETERS <br /> -- SOIL INPUT PARAMETERS -- <br /> SOIL DENSITY (G/CM**3): 1.50 <br /> INTRINSIC PERMEABILITY (CM**2) 100E-08 <br /> VONNECTEDNESS INDEX (-). 5.00 <br /> SITY (-) 250 <br /> NIC CARBON CONTENT (X): 200 <br /> CATION EXCHANGE CAPACITY (MILLI EO /100G DRY SOIL): 000 <br /> EUNDLICH EXPONENT (-) 1 00 <br /> -- CHEMICAL INPUT PARAMETERS -- <br /> ILUBILITY (UG/ML) 152 <br /> FFUSION COEFFICIENT 1N AIR (CM**2/SEC) 923E-01 <br /> NRYS LAW CONSTANT (M**3-ATM/MOLE) 790E-02 <br /> ADSORPTION COEFFICIENT ON ORGANIC CARBON(KOC) 250. <br /> ORPTION COEFFICIENT ON SOIL (K) .000 <br /> ECULAR WEIGHT (G/NOL): 106. <br /> LENCE (-): 000 <br /> tuLSTRAL <br /> HYDROLYSIS CONSTANT (/DAY): 000 <br /> BASE HYDROLYSIS CONSTANT (L/MOL-DAY) 000 <br /> IO HYDROLYSIS CONSTANT (L/MOL-DAT): 000 <br /> GRADATION RATE IN MOISTURE (/DAY) 200E-02 <br /> GRADATION RATE ON SOIL (/DAY) .200E-02 <br /> LIGAND-POLLUTANT STABILITY CONSTANT (-). 000 <br /> NO MOLES LIGAND/MOLE POLLUTANT (-): 000 <br /> GAND MOLECULAR WEIGHT (G/MOL): 000 <br /> -- APPLICATION INPUT PARAMETERS -- <br /> MBER OF SOIL LAYERS: 3 <br /> RREA <br /> ARS TO BE SIMULATED- 10 <br /> (CM**2): 0,372E+06 <br /> APPLICATION AREA LATITUDE (DEG )• 37 9 <br /> PILL (1) OR STEADY APPLICATION (0) 1 <br /> CIDIFIED SUMMERS MODEL USED (1) OR NOT (0) FOR GWR. CONC 1 <br /> NI TIAL CHEMICAL CONCENTRATIONS GIVEN (1) OR NOT GIVEN (0) 1 <br /> HS (CM). 0 79E+03 0 55E+03 0.33E+03 <br /> ER OF SUBLAYERS/LAYER 1 1 10 <br /> (CH) 0 00 0 00 0 00 <br /> NTRINSIC PERMEABILITIES (CM**2): 0 00 0 00 0 00 <br /> DEL RATIOS (-3 0 20E-02 0 20E-02 <br /> KDES RATIOS (-} 0 20E-02 0 20E-02 <br />�C RATIOS (-) 0 20 0 20 <br />