T. Yamagishi et al., Simultaneous removal of phenol and ammonia by an activated sludge process with cross-flow filtration, WATER RES, 35(13), 2001, pp. 3089-3096
.Attempts were made for removing ammonia from synthetic wastewater under th
e presence of phenol, which is inhibitory to nitrification, by using a sing
le-stage activated sludge process with cross-flow filtration. Activated slu
dge biomass which had been acclimated with phenol for over 15 years was use
d for the inoculum, and synthetic wastewater was continuously supplied to t
he process retaining biomass at 8000mg VSSl(-1). Phenol was completely remo
ved, and ammonia was simultaneously nitrified to nitrate; nitrification rat
e reached 200mg Nl(-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 deni
trification. Intermittent aeration enhanced the denitrification rate to 160
mg Nl(-1) d(-1) by utilizing phenol, and approximately 24% of the denitrif
ied nitrogen was recovered as nitrous oxide. Methanol, which is the most co
mmonly used electron donor in conventional nitrogen removal processes, did
not enhance the denitrification rate of the phenol-acclimated activated slu
dge used in this study, however phenol did. The results suggest that this p
rocess potentially works as a space- and energy-saving nitrogen removal pro
cess by utilizing substances inhibitory to nitrifiers as electron donors fo
r denitrification. (C) 2001 Elsevier Science Ltd. All rights reserved.