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Author:

Zhu, Y. (Zhu, Y..) | Li, D. (Li, D..) | Fu, S. (Fu, S..) | Li, H. (Li, H..) | Yang, S. (Yang, S..) | Zheng, J. (Zheng, J..) | Zeng, H. (Zeng, H..) | Zhang, J. (Zhang, J..)

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Scopus SCIE

Abstract:

Anammox technology, known for its environmental benefits, is predominantly characterized by sludge in the form of biofilms or granules in both industrial applications and laboratory settings. The start-up period, a critical phase for sludge transformation, necessitates the reconstruction of microbe-matter interactions. Understanding the adaptive mechanisms that enable anammox microorganisms to thrive in these environments is essential for optimizing treatment performance and advancing practical applications. This study analyzed the nitrogen removal efficiency of various anammox sludges during the start-up phase, focusing on changes in extracellular polymeric substances (EPS), quorum sensing capabilities (11 types of AHLs and c-di-GMP), sludge aggregation capacity, and the directional evolution of microbial communities. Results demonstrated that granular sludge exhibited higher overall nitrogen removal efficiency during start-up, attributed to significant differences in EPS composition compared to biofilm and flocculent seed sludge. Quorum sensing systems played a crucial role, with biofilms secreting higher levels of signaling molecules, promoting closer cell-to-cell communication within microbial communities. Additionally, the microbial community evolved in a fixed direction to adapt to external environmental conditions, with anammox bacteria showing high adaptability within biofilms. Understanding the differences in adaptation mechanisms between biofilms and granular sludge can optimize anammox treatment systems, enhance their reliability, and promote widespread application in sustainable wastewater management. © 2024 Elsevier Ltd

Keyword:

Anammox EPS XDLVO Granule Biofilm

Author Community:

  • [ 1 ] [Zhu Y.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Li D.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Fu S.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Li H.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Yang S.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Zheng J.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Zeng H.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 8 ] [Zhang J.]Key Laboratory of Water Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 9 ] [Zhang J.]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin, 150090, China

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Source :

Journal of Water Process Engineering

ISSN: 2214-7144

Year: 2024

Volume: 68

7 . 0 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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