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Henrys Co [Atm/m^3/mol] 3 15E-01 <br /> Koc[ug/g0 g/mi] 240 <br /> Degradation Rate Constant in Unsaturated ZorO q(DRh ] <br /> Vapor Pressure [mmHg] 10 3 <br /> Diffusion Coeff in Water[cm^2/s] 7 80E-06 <br /> AT123D Model- Deterministic <br /> Model Control Parameters <br /> Infinite aquifer(y) Yes <br /> Infinite in depth No <br /> Type of source _ <br /> Simulation Time (years) 100 <br /> Media Specific Parameters <br /> Effective Porosity[-] 055 <br /> Hydraulic Conductivity[m/yr] 4000 <br /> Hydraulic Gradient[-] 00040 <br /> Longitudinal Dispersrnty[m] 10 <br /> Transverse Dispersivity[m] 33 <br /> Vertical Dispers"[m] 033 <br /> Dry Wt Soil Bulk Density[g/cm'•3] 17 <br /> Fraction Organic Carbon [-] 001 <br /> Thickness of the aquifer[m] 10 <br /> Receptor Well Geometry r <br /> X Coord-of Well [m] 15 <br /> Y Coord-of Well [m] 75 <br /> Z Coord-Top of Screen [m] 0 <br /> Z Coord-Bottom of Screen [m] 5 <br /> Source Geometry <br /> Length of source in X-dir[m] <br /> Length of source in Y-dir[m] _ <br /> Thickness of source in Z-dir[m] <br /> Xylene <br /> Chemical Specific Parameters for each chemical <br /> Xylene <br /> KOC [ug/gOC/ug/ml] 240 <br /> Degradation Rate Constant in Saturated Zone Dfiffiap0 <br /> Molecular Diff Coeff[CMA 2/s] 7 80E-06 <br /> Data for Risk Assessment 1 <br /> Body Weight and Lifetime - Deterministic <br /> Average Weight(kg) 70 <br /> Lifetime (yrs) 80 <br /> l _ <br />