Fate and Modeling of Pentachlorophenol Degradation
in a Laboratory-Scale Anaerobic Sludge Digester
Shyi-Tien Chen
1
; C.-Y. Hsu
2
; and P. M. Berthouex
3
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 26 days 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.
DOI: 10.1061/ASCE0733-93722006132:7795
CE Database subject headings: Sludge; Parameters; Degradation; Anaerobic treatment.
Background and Objectives
Pentachlorophenol PCP, once a widely used wood preservative,
is now a great concern due to its toxicity and widespread presence
in the environment. Hydrophobicity of PCP allows its adsorption
to soil and limits its bioavailability, and toxicity of PCP leads to
the inhibition of microbes that degrade PCP. As a result, the
USEPA 1995 reported that PCP “. . . has been found in at least
313 of 1,585 National Priorities List sites identified by the Envi-
ronmental Protection Agency.”
Many treatment alternatives were proposed to treat PCP bioti-
cally and/or abiotically. For example, the chemical treatment of
PCP-contaminated soil using heme and peroxide Chen et al.
1999 degraded 80% of 3.5 mM/kg soil PCP in several hours;
however, a low percentage of PCP mineralization and a high per-
centage of unknown substances bound to the treated soil hindered
its applications. Other than chemical treatments, several PCP de-
graders have been isolated and were able to perform PCP dechlo-
rination Bouchard et al. 1996; Mohn and Kennedy 1992, yet no
successful PCP remedial cases using pure culture have been re-
ported so far.
Though PCP is extremely toxic to microbes, anaerobic dechlo-
rination process reduces the oxidized carbon atoms of PCP, gen-
erates less toxic and predictable intermediates, and is deemed
appropriate for treating PCP wastes. The process eventually re-
moves the chlorines on chlorinated phenols from its phenolic ring
and forms less chlorinated intermediates Boyd et al. 1983. There
are many studies on the anaerobic PCP dechlorination, but the
reported PCP reductive pathways were rather diverse. Table 1
gives some of the PCP reductive dechlorination pathways con-
ducted in various anaerobic media, in which the incomplete
and/or variable PCP dechlorination pathways are seen. Timing of
experimental sampling i.e., transient intermediates degraded be-
fore taking samples might have been the cause of the reported
incomplete pathways due to not detecting missing some of the
PCP transient intermediates at the time of their presence. In some
cases the missing intermediates could be known through reason-
ing. For example, in Table 1 Bryant et al. 1991 reported the
observation of PCP degradation to 2,3,5,6-TeCP to 2,3,5- and
3,4,5-TCP to 3,5-DCP to 3-MCP from which it is reasonable to
speculate the production of 2,3,4,5-TeCP during the reaction.
Analogous examples could be seen in the studies of Mikesell and
Boyd 1985 that detected no 2,3,4,5-TeCP and Mikesell and
Boyd 1988 that detected no 3,4,5-TCP. On the other hand, the
reported pathways might not be specific enough to know the
hidden intermediates. For example, the observed 2,3,5-TCP in
Hendricksen et al. 1992 might be derived from 2,3,4,5-TeCP or
1
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: shyitien@
ccms.nkfust.edu.tw
2
Dept. of Safety, Health, and Environmental Engineering, National
Kaohsiung First Univ. of Science and Technology, 2 Juoyue Rd., Nantsu,
Kaohsiung 811, Taiwan.
3
Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–
Madison, Madison, WI 53706-1498.
Note. Discussion open until December 1, 2006. Separate discussions
must be submitted for individual papers. To extend the closing date by
one month, a written request must be filed with the ASCE Managing
Editor. The manuscript for this paper was submitted for review and pos-
sible publication on March 23, 2005; approved on September 27, 2005.
This paper is part of the Journal of Environmental Engineering, Vol.
132, No. 7, July 1, 2006. ©ASCE, ISSN 0733-9372/2006/7-795–802/
$25.00.