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Author:

Zhao, Yang (Zhao, Yang.) | Zhang, Liang (Zhang, Liang.) | Liu, Qiyu (Liu, Qiyu.) | Liu, Xiaoguang (Liu, Xiaoguang.) | Zhao, Qi (Zhao, Qi.) | Li, Xiyao (Li, Xiyao.) | Peng, Yongzhen (Peng, Yongzhen.)

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EI Scopus SCIE

Abstract:

Most municipal wastewater treatment plants worldwide rely on the traditional activated sludge process for nutrient removal and recovery. However, current research and applications of mainstream anammox primarily utilize biofilms or granular sludge as media, which inevitably increases capital costs and operational complexity. This study, for the first time, demonstrates the long-term stability of partial denitrification/anammox (PD/A) in a pure floc sludge system treating real municipal wastewater (COD/N: 2.3–3.3) employing the widely-applied anaerobic-anoxic–oxic (A2/O) process. It reveals the crucial role of extended sludge retention time (> 150 days) and low COD/N (2.7–3.0) in achieving efficient nitrogen removal. Anammox bacteria rapidly accumulated in the floc sludge via natural shedding from the PD/A biofilms and continued to proliferate after the system shifted to a pure floc sludge configuration, ultimately reaching 2.16 × 109 copies/g SS. The pure floc system sustained stable PD/A for 280 days, with anammox contributing 31.7–45.3 % of nitrogen removal. The system achieved a nitrogen removal efficiency of 79.2 ± 3.8 %, with an effluent concentration of 9.8 ± 1.7 mg-N/L. This study highlights the potential of pure floc sludge systems for mainstream anammox implementation, presenting a simpler, more cost-effective alternative to biofilms and granular sludge systems. © 2024 Elsevier B.V.

Keyword:

Chemicals removal (water treatment) Nitrogen removal Biofilms Activated sludge process Denitrification Biological water treatment Wastewater treatment

Author Community:

  • [ 1 ] [Zhao, Yang]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhang, Liang]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Liu, Qiyu]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Liu, Xiaoguang]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhao, Qi]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Li, Xiyao]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China

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Source :

Chemical Engineering Journal

ISSN: 1385-8947

Year: 2025

Volume: 504

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: 14

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