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Author:

Gao, X. (Gao, X..) | Xu, Z. (Xu, Z..) | Peng, Y. (Peng, Y..) | Huang, Y. (Huang, Y..) | Ding, J. (Ding, J..) | An, Z. (An, Z..) | Wang, C. (Wang, C..)

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EI Scopus

Abstract:

At present, how to economically and effectively realize the deep denitrification of low C/N domestic sewage is still a major challenge faced by sewage treatment plants. Theoretically, the endogenous denitrification in post anoxic zone can achieve advanced nitrogen removal. However,due to lacking external carbon source, it was often difficult to meet the discharge standard and saving-energy at the same time. In this study, a novel sludge double recirculation-anaerobic/aerobic/anoxic (AOA) process was set up. This process was conducive to the enrichment and cultivation of denitrifying glycogen accumulating organisms (DGAOs) and dominated by Candidatus Competibacte, which could develop and utilize of intracellular carbon sources. The TIN removal efficiency of 91.81% and the TIN concentration in effluent was 4.36mg·L-1 in the long-term treatment of low C/N ratio (3.2) real municipal wastewater. In addition, the specific endogenous denitrification rate was increased with a higher MLSS in the anoxic zone after setting secondary sludge recirculation. This was the mainly reason for achieving advanced nitrogen removal. With the improvement of the nitrogen removal efficiency, the sufficient intracellular carbon sources storage in anaerobic zone was increase, and the endogenous denitrification enhanced. The nitrogen removal performance showed a positive cycle. Finally, the additional carbon source generation, which was from the bottom of the secondary sedimentation tank and introduced to the system through the secondary sludge recirculation, further enhanced the nitrogen removal. This study clarified the mechanisms and key factors for advanced nitrogen removal in sludge double recirculation-AOA system, and provided feasibility for the increased nitrogen removal efficiency in low C/N municipal wastewater treatment. © 2022 Chemical Industry Press. All rights reserved.

Keyword:

low C/N ratio aeration anaerobic enhanced nitrogen removal endogenous denitrification waste water

Author Community:

  • [ 1 ] [Gao X.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Xu Z.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Peng Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Huang Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Ding J.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [An Z.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Wang C.]Guangdong Shouhui Lantian Engineering and Technology Co. Ltd., Guangdong, Guangzhou, 510075, China

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Source :

CIESC Journal

ISSN: 0438-1157

Year: 2022

Issue: 11

Volume: 73

Page: 5098-5105

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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