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Author:

Xu, J. (Xu, J..) | Liu, X. (Liu, X..) | Zhou, Y. (Zhou, Y..) | Zhang, S. (Zhang, S..) | Li, J. (Li, J..) | Yang, Q. (Yang, Q..)

Indexed by:

EI Scopus SCIE

Abstract:

NaClO, as a common membrane cleaning agent were introduced from the permeate side across membrane, which could diffuse into MBR membrane pool. Microplastics would also accumulate in MBR membrane pool during wastewater treatment, thus, NaClO and MPs are co-exposed to activated sludge. This study investigated the effects of PET-MPs (0, 50, 100 and 300 μg/g-ss) on activated sludge with or without NaClO stress. The presence of PET-MPs had no significant impact on nitrification and denitrification rates, but when exposed to NaClO, the increasing level of PET-MPs (i.e., from 0 to 300 μg/g-ss) inhibited the nitrification (94.85 % to 65.90 %) and denitrification (88.68 % to 60.09 %) rates. For microbial metabolism (key enzymes) evaluated, the key enzymes related to organic matter biodegradation, nitrification as well as denitrification were both inhibited with PET-MPs level rise under NaClO stress. The generation of reactive oxygen species (ROS) and the release of lactate dehydrogenase (LDH) increased significantly indicating NaClO caused the toxicity of MPs to activated sludge by enhancing the oxidative stress level. Correspondingly, a variation in abundance related to membrane pollution, nitrification, and denitrification after exposure to PET-MPs with NaClO stress accompanied these adverse effects. © 2024 Elsevier B.V.

Keyword:

Toxicity MBRs Wastewater treatments Microplastics NaClO

Author Community:

  • [ 1 ] [Xu J.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Xu J.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Liu X.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Liu X.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Zhou Y.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Zhou Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Zhang S.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 8 ] [Zhang S.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 9 ] [Li J.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 10 ] [Li J.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 11 ] [Yang Q.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 12 ] [Yang Q.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China

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Source :

Chemical Engineering Journal

ISSN: 1385-8947

Year: 2024

Volume: 500

1 5 . 1 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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