Literature DB >> 15563000

Modeling natural attenuation of chlorinated ethenes under spatially varying redox conditions.

Mark A Widdowson1.   

Abstract

A three-dimensional model for the transport and reductive dechlorination of chlorinated ethenes in ground-water systems with variable redox conditions is demonstrated and applied to a pilot test for accelerated natural attenuation of trichloroethene (TCE). The rate and extent of biotransformation of TCE and chlorinated progeny is controlled by the dominant terminal electron accepting process (TEAP) that is simulated over space and time. The solute transport code, Sequential Electron Acceptor Model, 3D-transport, (SEAM3D) which simulates aerobic and sequential anaerobic biodegradation of organic carbon, is modified to implement the equations. Results of a generic model for TCE transport in ground-water systems with different redox conditions demonstrate that the degree of chlorinated ethene attenuation is influenced by background concentrations of aqueous- and solid-phase electron acceptors, but that model results are sensitive to other input parameters (inhibition coefficients, maximum rate of reductive dechlorination, biomass concentrations, and ground-water velocity). Simulation results of enhanced in situ bioremediation using dissolved organic carbon as a reducing agent show that spatial and temporal changes in the dominant TEAP and the subsequent rate of reductive dechlorination are adequately represented with the model. Initial concentrations of Fe(III) and the dechlorinating microbial population influence the simulated time lag observed during the pilot test.

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Year:  2004        PMID: 15563000     DOI: 10.1023/b:biod.0000044680.39094.cc

Source DB:  PubMed          Journal:  Biodegradation        ISSN: 0923-9820            Impact factor:   3.909


  1 in total

1.  Modeling the effects of naturally occurring organic carbon on chlorinated ethene transport to a public supply well.

Authors:  Francis H Chapelle; Leon J Kauffman; Mark A Widdowson
Journal:  Ground Water       Date:  2013-12-23       Impact factor: 2.671

  1 in total

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