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- (282c) Solute Fate in Stratified Heterogeneous Media
Most conceptualizations of mass transfer presented to date are limited by the assumption of a uniform porous medium. In actuality, porous media, even materials that visually appear to be uniform, are typically very heterogeneous. Groundwater flow velocities can easily vary by orders of magnitude within different layers of natural sediments, e.g., sand and silt. Also, the capacity of different sediments to store sorbed contaminant mass can vary by orders of magnitude. All of this heterogeneity has great relevance to the mechanisms by which contaminants are stored and released from source zone to downgradient plumes. In this combined experimental and theoretical study, the impact of heterogeneity on solute transport was determined using a simple two-layer system. The value of this simple case is that it allows rigorous analysis of governing processes via laboratory experiments and analytical models developed from first principles. The system studied consists of a 1 m horizontal "semi-infinite" sand layer overlying a semi-infinite silt layer. The contrast in permeability between the two layers is large enough that the sand layer is viewed as hydraulically transmissive and the silt is viewed as hydraulically stagnant. This presents an important conceptualization of porous media as bodies containing intervals of flowing and stagnant groundwater. In different tanks, point sources of PCE, TCE, and MTBE are applied as solutes to mimic mass flux from a DNAPL source, and are active for a period of 25 days. Subsequently, the sources are shut off and water only is flushed through the tanks for an additional 58 days. Through the duration of the experiments contaminant discharge is resolved as a function of time. Results indicate that even for this short length, the silt layers retain between 15 to 44 percent of the introduced contaminants at the end of the experiment. Upon removal of the contaminant sources, back diffusion sustains contaminant concentrations in the tank effluent at levels two to four orders of magnitude above typical maximum contaminant levels (MCLs). Considering the mass retained in the silt layers, it appears that extremely long period of time would be required to flush sufficient water through the tank to achieve MCLs. Analytical solution of the species conservation equations in the sand and silt layers demonstrates that, with no adjustable parameters, the experimental results can be readily duplicated. Further, by including the effects of solute adsorption and homogeneous degradation in the equations, it is possible to probe different scenarios for solute fate and potential treatment strategies.