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• FATE AND TRANSPORT MODEL FOR SOIL OUTPUT FILE <br /> Start of SATURATED SOIL GROUNDWATER MODEL OUTPUT <br /> -------------------------------------------------- <br /> GROUNDWATER MODEL CALCULATIONS <br /> source Calculations for Groundwater Model <br /> Data summary and initial Calculations <br /> Aquifer Properties <br /> Porosity. 0 30 [-1 <br /> Moisture content (used for partitioning) 0 30 <br /> soil bulk density . . , . , 1 7 g/cm3 <br /> Fraction organic carbon in soil 2.00E-03 g/g <br /> source Geometry for the saturated soil Model <br /> Height of source at low water table (m) . . 1 2 <br /> Height of source at high water table (m) . . 4 2 <br /> Average height of source (m) 4.0 <br /> Length of source (m) . . - 38 <br /> width of source (m) 68 <br /> vert area for flux at low WT conditions (m2) 82 <br /> vert area for flux at high wT conditions (m2) 2 86E+02 <br /> For contribution from unsaturated portion of source <br /> Planar area for flux from vadose zone (m2) 2.58E+03 <br /> chemical-specific Parameters <br /> ------------------------------------------------ <br /> solubility 14 80E+04 mg/l <br /> Henrys Law coefficient 2 04E-02 1-1 <br /> KOC, organic carbon partition coeff 12 ml/g <br /> Calculating Dissolved Phase source Concentration <br /> - r <br /> Chemical solubility (from database) - 4.80E+04 mg/1 <br /> Dissolved phase concentration calculated <br /> using equilibrium partitioning (3-phase) 0.89 mg/l <br /> ***The lesser value of the (effective) solubility and the dissolved phase <br /> ***concentration calculated using equilibrium partitioning (see above) will <br /> ***be used as the maximum concentration in the unsaturated zone <br /> ***model source <br /> Results from above calculation <br /> (limiting concentration) <br /> ----------------------------------------- <br /> Initial dissolved phase concentration . 0 89 mg/l <br /> Residual concentration level calculated• 2 78E+04 mg/kg <br /> using the full solubility <br /> Page 1 <br />