Microbial dechlorination of polychlorinated biphenyls in anaerobic sewage sludge.
The potential of a chlorophenol (CP)-adapted consortium to dechlorinate polychlorinated biphenyls (PCBs) in sewage sludge was investigated. Results show that dechlorination rates differed significantly depending on sludge source and PCB congener. Higher total solid concentrations in sewage sludge and higher concentrations of chlorine in PCB resulted in slower dechlorination rates. No significant difference was found for 2,3,4,5-CB dechlorination from pH 6.0 to pH 8.0; however, dechlorination did not occur at pH 9.0 during a 41-day incubation period. Results show that at concentrations of 1 to 10 mg/L, the higher the PCB concentration, the faster the dechlorination rate. In addition, dechlorination rates were in the following order: methanogenic conditions > sulfate-reducing conditions > denitrifying conditions. The addition of acetate, lactate, pyruvate, and ferric chloride decreased lag times and enhanced dechlorination; however, the addition of manganese dioxide had an inhibitory effect. Dechlorination rates were also enhanced by the addition of PCB congeners, including 2,3,4-CB, 2,3,4,5-CB and 2,3,4,5,6-CB in mixture. Overall results show that the CP-adapted consortium has the potential to enhance PCB dechlorination. The optimal dechlorination conditions presented in this paper may be used as a reference for feasibility studies of PCB removal from sludge.
Chang
B V
BV
Department of Microbiology, Soochow University, Taipei, Taiwan, ROC.
Chou
S W
SW
Yuan
S Y
SY
D000693:Anaerobiosis; D001673:Biodegradation, Environmental; D004579:Electron Transport; D006863:Hydrogen-Ion Concentration; D011078:Polychlorinated Biphenyls / Q000378:metabolism*; D012722:Sewage / Q000382:microbiology*; D014871:Water Microbiology
D012722:Sewage; D011078:Polychlorinated Biphenyls