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Author:

Zhang, Y. (Zhang, Y..) | Wu, Z. (Wu, Z..) | Gao, Y. (Gao, Y..) | Gao, J. (Gao, J..) | Bao, F. (Bao, F..) | Zhao, Y. (Zhao, Y..) | Guo, Y. (Guo, Y..) | Liu, Y. (Liu, Y..)

Indexed by:

EI Scopus SCIE

Abstract:

Phenacetin (PNCT) belongs to one of the earliest synthetic antipyretics. However, impact of PNCT on nitrifying microorganisms in wastewater treatment plants and its potential microbial mechanism was still unclear. In this study, PN could be initiated within six days by PNCT anaerobic soaking treatment (8 mg/L). In order to improve the stable performance of PN, 21 times of PNCT aerobic soaking treatment every three days was conducted and PN was stabilized for 191 days. After PN was damaged, ten times of PNCT aerobic soaking treatment every three days was conducted and PN was recovered after once soaking, maintained over 88 days. Ammonia oxidizing bacteria might change the dominant oligotype to gradually adjust to PNCT, and the increase of abundance and activity of Nitrosomonas promoted the initiation of PN. For nitrite-oxidizing bacteria (NOB), the increase of Candidatus Nitrotoga and Nitrospira destroyed PN, but PN could be recovered after once aerobic soaking illustrating NOB was not resistant to PNCT. KEGG and COG analysis suggested PNCT might disrupt rTCA cycle of Nitrospira, resulting in the decrease of relative abundance of Nitrospira. Moreover, PNCT did not lead to the sharp increase of absolute abundances of antibiotic resistance genes (ARGs), and the risk of ARGs transmission was negligible. © 2024 Elsevier B.V.

Keyword:

Soaking treatment Stable maintenance Rapid start-up Antibiotic resistance genes Partial nitrification Phenacetin

Author Community:

  • [ 1 ] [Zhang Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Department of Environmental Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Wu Z.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Department of Environmental Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Gao Y.]Research and Development Center of Beijing Drainage Group Co. Ltd, Beijing, 100124, China
  • [ 4 ] [Gao J.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Department of Environmental Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Bao F.]Research and Development Center of Beijing Drainage Group Co. Ltd, Beijing, 100124, China
  • [ 6 ] [Zhao Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Department of Environmental Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Guo Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Department of Environmental Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 8 ] [Liu Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Department of Environmental Engineering, Beijing University of Technology, Beijing, 100124, China

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Source :

Science of the Total Environment

ISSN: 0048-9697

Year: 2024

Volume: 933

9 . 8 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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