Entrapment and dissolution of DNAPLs in heterogeneous porous media.
Two-dimensional multiphase flow and transport simulators were refined and used to numerically investigate the entrapment and dissolution behavior of tetrachloroethylene (PCE) in heterogeneous porous media containing spatial variations in wettability. Measured hydraulic properties, residual saturations, and dissolution parameters were employed in these simulations. Entrapment was quantified using experimentally verified hydraulic property and residual saturation models that account for hysteresis and wettability variations. The nonequilibrium dissolution of PCE was modeled using independent estimates of the film mass transfer coefficient and interfacial area for entrapped and continuous (PCE pools or films) saturations. Flow simulations demonstrate that the spatial distribution of PCE is highly dependent on subsurface wettability characteristics that create differences in PCE retention mechanisms and the presence of subsurface capillary barriers. For a given soil texture, the maximum and minimum PCE infiltration depth was obtained when the sand had intermediate (an organic-wet mass fraction of 25%) and strong (water- or organic-wet) wettability conditions, respectively. In heterogeneous systems, subsurface wettability variations were also found to enhance or diminish the performance of soil texture-induced capillary barriers. The dissolution behavior of PCE was found to depend on the soil wettability and the spatial PCE distribution. Shorter dissolution times tended to occur when PCE was distributed over large regions due to an increased access of flowing water to the PCE. In heterogeneous systems, capillary barriers that produced high PCE saturations tended to exhibit longer dissolution times.
Bradford
Scott A
SA
George E Brown, Jr, US Salinity Laboratory, USDA, ARS, 450 W Big Springs Road, Riverside, CA 92507-4617, USA. sbradford@ussl.ars.usda.gov
Rathfelder
Klaus M
KM
Lang
John
J
Abriola
Linda M
LM
D004784:Environmental Monitoring; D004785:Environmental Pollutants / Q000032:analysis*; D005374:Filtration; D008962:Models, Theoretical; D016062:Porosity; D012989:Soil Pollutants / Q000032:analysis*; D012995:Solubility; D013750:Tetrachloroethylene / Q000032:analysis*; D014873:Water Pollutants / Q000032:analysis*
D004785:Environmental Pollutants; D012989:Soil Pollutants; D014873:Water Pollutants; D013750:Tetrachloroethylene