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OT-Leach, VER 1.02 <br /> J. Turin, 6/89; F. Carlson, 7/89; M. Sukop and P. Lawson, 1/90 <br /> PGA V-leach model, Gasoline as octane <br /> 3 polygons. <br /> Timestep = 1.00 years. Simulation length = 100.00 years. <br /> Printout every 10.00 years. Vertical profile stored every 50.00 years. <br /> Koc = 6800.0 ml/g, .24014 cu.ft./g <br /> Kh = 140. 00 (dimensionless) . <br /> Aqueous solubility = . 66000 mg/1, . 18689E-01 g/cu.ft <br /> Free air diffusion coefficient = . 60000 sq. m/day, 2357.4 sq. ft./yr <br /> Polygon 1 <br /> Area VSB 13 <br /> Polygon area = 110.00 sq. ft. <br /> 54 cells, each cell 1.000 ft. thick. <br /> Soil Properties: <br /> Bulk density = 1. 4500 g/ml, 41060. g/cu.ft. <br /> Porosity = . 4000 Volumetric water content = . 3000 <br /> Organic carbon content = .00210000 <br /> Recharge Rate = 1. 10000000 ft/yr <br /> Conc. in recharge water = .00000 mg/l, . 00000 g/cu. ft <br /> Atmospheric concentration = .00000 mg/l, .00000 g/cu.ft <br /> Water table has a fixed concentration of . 00000 mg/l, . 00000 <br /> cu. ft. <br /> with respect to gas diffusion. <br /> Polygon 2 <br /> Area VSB 14 <br /> Polygon area = 140. 00 sq. ft. <br /> 54 cells, each cell 1 .000 ft. thick. <br /> Soil Properties: <br /> Bulk density = 1. 4500 g/ml, 41060 . g/cu. ft. <br /> Porosity = . 4000 Volumetric water content = . 3000 <br /> Organic carbon content = .00100000 <br /> Recharge Rate = 1. 10000000 ft/yr <br /> Conc. in recharge water = .00000 mg/l, . 00000 g/cu. ft <br /> Atmospheric concentration = .00000 mg/l, . 00000 g/cu.ft <br /> Water table has a fixed concentration of . 00000 mg/1, .00000 <br /> g/cu. ft. <br /> with respect to gas diffusion. <br /> Polygon 3 <br /> Area VSB 15 <br /> Polygon area = 120. 00 sq. ft. <br /> 54 cells, each cell 1.000 ft. thick. <br /> Soil Properties: <br /> ulk density = 1. 4500 g/ml, 41060 . g/cu. ft. <br /> rosity = . 4000 Volumetric water content .3000 <br /> '-ganic carbon content = .00120000 <br /> ,. charge Rate = 1. 10000000 ft/yr <br /> Conc. in recharge water = .00000 mg/l, .00000 g/cu. ft <br /> 15 <br />