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Author:

Wang, Z.-Z. (Wang, Z.-Z..) | Gao, P. (Gao, P..) | Yan, L.-N. (Yan, L.-N..) | Yin, Y.-B. (Yin, Y.-B..) | Zhang, H. (Zhang, H..) | Wu, X.-J. (Wu, X.-J..) | Yin, C.-Y. (Yin, C.-Y..) | Ma, J. (Ma, J..) | Li, S.-M. (Li, S.-M..)

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Abstract:

An up-flow micro-oxygen membrane bioreactor (UMSB-MBR) was utilized to start up the simultaneous nitrification, anaerobic ammonia oxidation coupling with heterotrophic denitrification (SNAD) process, and a mathematical model was planned to be built to realize the start-up process analysis and the optimization process prediction. The results showed that the SNAD process (the total nitrogen removal rate of 87.66%) started up successfully by inducing the carbon source (C/N ratio of 0.5) after anammox and completely autotrophic nitrogen removal (CANON) processes in the bioreactor, and the start-up model of the SNAD process was successfully built using the ASM1model and experimental data; the model analysis revealed that the increase in the nitrogen loading rate (NLR) (from 0.24kg/(m3•d) to 1.88kg/(m3•d)) and the suitable dissolved oxygen(DO) (0.2~0.4mg/L) accelerated the start-up of the SNAD process; the model prediction revealed that the inhibition of anaerobic ammonia-oxidizing bacteria (AnAOB) from denitrifying bacteria (DNB) was strengthened with the increase in the C/N ratio (from 0.5 to 3.0), and shifted the major nitrogen removal pathway from anammox to heterotrophic denitrification process. From the comprehensive consideration, the appropriate C/N ratio should be chosen at 1.5under which the process performance and distribution of the microbial flora could be at the best state of the SNAD process. © 2021, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Mathematical model AQUASIM Simultaneous nitritation, annmox and denitrification (SNAD) Completely autotrophic nitrogen removal (CANON) Functional bacteria Anammox

Author Community:

  • [ 1 ] [Wang Z.-Z.]Hebei Technology Innovation Center for Water Pollution Control and Water Ecological Remediation, School of Energy and Environmental Engineering, Hebei University of Engineering, Handan, 056038, China
  • [ 2 ] [Gao P.]Hebei Technology Innovation Center for Water Pollution Control and Water Ecological Remediation, School of Energy and Environmental Engineering, Hebei University of Engineering, Handan, 056038, China
  • [ 3 ] [Yan L.-N.]College of Environmental and Energy Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Yin Y.-B.]School of Materials Science and Engineering, Hebei University of Engineering, Handan, 056038, China
  • [ 5 ] [Zhang H.]Hebei Technology Innovation Center for Water Pollution Control and Water Ecological Remediation, School of Energy and Environmental Engineering, Hebei University of Engineering, Handan, 056038, China
  • [ 6 ] [Wu X.-J.]Hebei Technology Innovation Center for Water Pollution Control and Water Ecological Remediation, School of Energy and Environmental Engineering, Hebei University of Engineering, Handan, 056038, China
  • [ 7 ] [Yin C.-Y.]Hebei Technology Innovation Center for Water Pollution Control and Water Ecological Remediation, School of Energy and Environmental Engineering, Hebei University of Engineering, Handan, 056038, China
  • [ 8 ] [Ma J.]Hebei Technology Innovation Center for Water Pollution Control and Water Ecological Remediation, School of Energy and Environmental Engineering, Hebei University of Engineering, Handan, 056038, China
  • [ 9 ] [Li S.-M.]Hebei Technology Innovation Center for Water Pollution Control and Water Ecological Remediation, School of Energy and Environmental Engineering, Hebei University of Engineering, Handan, 056038, China

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2021

Issue: 8

Volume: 41

Page: 3590-3600

Cited Count:

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SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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