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Published online 31 August 2007
Published in J Environ Qual 36:1392-1402 (2007)
DOI: 10.2134/jeq2006.0470
© 2007 American Society of Agronomy, Crop Science Society of America, and Soil Science Society of America
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Effects of Initial Solute Distribution on Contaminant Availability, Desorption Modeling, and Subsurface Remediation

Nathan W. Hawsa, William P. Ballb,* and Edward J. Bouwerb

a Hydro Geo Chem, Inc., Tucson, AZ 85705
b Dep. of Geography and Environmental Engineering, Johns Hopkins Univ., 3400 Charles St., Baltimore, MD 21218

* Corresponding author (bball{at}jhu.edu).

Received for publication October 31, 2006. Low permeability regions in which solute movement is governed by diffusion reduce the availability of pollutants for remediation and can function as long-term sources of groundwater contamination. The inherent difficulty in understanding mass transfer from these regions of sequestered contamination is further complicated by unknown solute distributions within the low-permeability regions (sequestering regions). When models are calibrated to reproduce temporal histories of solute release from a sequestering region (desorption), the fitted parameter values are used to infer the physical or chemical characteristics of the media; however, the calibrated parameters also reflect the case-specific initial conditions (i.e., the solute distribution within the sequestering region domain at the onset of desorption). This phenomenon is demonstrated using model simulations of solute diffusion from hypothetical solids with characteristics similar to those of the well studied Borden, Ontario aquifer system. Solute release from the solids is simulated using a batch diffusion model under different initial solute distributions within the solids. The results of these model simulations are used to calibrate parameters of a multiple first-order rate desorption model (MRM) to illustrate how the fitted MRM parameters increase or decrease depending on the initial "aging" of the solids. Further numerical simulations are conducted for a one-dimensional flow system under steady-state and variable-rate hydraulic flushing. These simulations show that although aging reduces desorptive mass flux during early stages of flushing, aged sites have greater desorptive mass flux (greater solute availability) than "freshly" contaminated media during the later stages of remediation. Overall, the results demonstrate why the physicochemical meaning of observed desorption rates cannot be accurately deduced without first understanding the initial solute distribution within the media.

Abbreviations: MRM, multiple first-order rate desorption model • PDM, pore diffusion model







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