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Simultaneous removal of phenol and ammonia by an activated sludge process with cross-flow filtration

Attempts were made for removing ammonia from synthetic wastewater under the presence of phenol, which is inhibitory to nitrification, by using a single-stage activated sludge process with cross-flow filtration. Activated sludge biomass which had been acclimated with phenol for over 15 years was used...

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Bibliographic Details
Published in:Water research (Oxford) 2001-09, Vol.35 (13), p.3089-3096
Main Authors: Yamagishi, Takao, Leite, Jader, Ueda, Shingo, Yamaguchi, Fumio, Suwa, Yuichi
Format: Article
Language:English
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Summary:Attempts were made for removing ammonia from synthetic wastewater under the presence of phenol, which is inhibitory to nitrification, by using a single-stage activated sludge process with cross-flow filtration. Activated sludge biomass which had been acclimated with phenol for over 15 years was used for the inoculum, and synthetic wastewater was continuously supplied to the process retaining biomass at 8000 mg VSS l −1. Phenol was completely removed, and ammonia was simultaneously nitrified to nitrate; nitrification rate reached 200 mg N l −1 d −1 when phenol was removed at a rate up to 300 mg l −1 d −1. It was observed that 0–13% of the ammonia was removed via denitrification. Intermittent aeration enhanced the denitrification rate to 160 mg N l −1 d −1 by utilizing phenol, and approximately 24% of the denitrified nitrogen was recovered as nitrous oxide. Methanol, which is the most commonly used electron donor in conventional nitrogen removal processes, did not enhance the denitrification rate of the phenol-acclimated activated sludge used in this study, however phenol did. The results suggest that this process potentially works as a space- and energy-saving nitrogen removal process by utilizing substances inhibitory to nitrifiers as electron donors for denitrification.
ISSN:0043-1354
1879-2448
DOI:10.1016/S0043-1354(01)00032-X