TECHNICAL PAPERS
Jul 1, 2006

Fate and Modeling of Pentachlorophenol Degradation in a Laboratory-Scale Anaerobic Sludge Digester

Publication: Journal of Environmental Engineering
Volume 132, Issue 7

Abstract

Anaerobic pentachlorophenol (PCP) reductive dechlorination, commonly conducted in various media and systems, deprives chlorides from the PCP’s phenolic ring and has a great potential as an effective and harmless means in PCP removal. To evaluate the potential use of the anaerobic sludge digesters to treat PCP, two laboratory-scale sludge digesters, one reactive (with PCP) and one a control (no PCP), were operated in parallel in two modes: (1) a semicontinuous-fed mode to examine the available PCP congeners and sludge acclimation process over time; and (2) a batch-fed mode to show the effect of sludge acclimation to PCP. Two multiresponse models were also employed to determine the degradation rates and extent of the PCP and its by-products. The results of the semicontinuous-fed runs showed that it took 26days to transform PCP to 3-monochlorophenol (3-MCP) by following two major PCP degradation pathways observed in series. It appeared that PCP’s orthochlorine was first removed followed by the para lastly the meta. In the batch-fed run using the acclimation sludge, the results showed the immediate PCP dechlorination to lower chlorinated intermediates (i.e., mono- and dichlorophenols) via diverse pathways. Two multiresponse models, one comprised of seven parameters and the other of nine parameters, were deemed adequate in terms of describing the kinetics of the observed chlorophenols degradation. On the other hand, the results of the batch-fed run using unacclimated sludge showed a four-day delay before the degradation of PCP, in which a single PCP degradation pathway and the absence of 3-MCP suggested the lack of microbial ability to remove the meta chlorine of the PCP.

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Acknowledgment

The authors would like to express their thanks for the partial support from the National Science Council of Taiwan (NSC 93-2211-E-327-004) of the modeling portion of this article.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 132Issue 7July 2006
Pages: 795 - 802

History

Received: Mar 23, 2005
Accepted: Sep 27, 2005
Published online: Jul 1, 2006
Published in print: Jul 2006

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Authors

Affiliations

Shyi-Tien Chen [email protected]
Dept. of Safety, Health, and Environmental Engineering, National Kaohsiung First Univ. of Science and Technology, 2 Juoyue Rd., Nantsu, Kaohsiung 811, Taiwan (corresponding auhtor). E-mail: [email protected]
C.-Y. Hsu
Dept. of Safety, Health, and Environmental Engineering, National Kaohsiung First Univ. of Science and Technology, 2 Juoyue Rd., Nantsu, Kaohsiung 811, Taiwan.
P. M. Berthouex
Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706-1498.

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