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Author:

Yang, Yandong (Yang, Yandong.) | Jiang, Yiming (Jiang, Yiming.) | Long, Yanan (Long, Yanan.) | Xu, Jiarui (Xu, Jiarui.) | Liu, Changqing (Liu, Changqing.) | Zhang, Liang (Zhang, Liang.) | Peng, Yongzhen (Peng, Yongzhen.)

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EI Scopus

Abstract:

Residual ammonium is a critical parameter affecting the stability of mainstream partial nitritation/anammox (PN/A), but the underlying mechanism remains unclear. In this study, mainstream PN/A was established and operated with progressively decreasing residual ammonium. PN/A deteriorated as the residual ammonium decreased to below 5 mg/L, and this was paralleled by a significant loss in anammox activity in situ and an increasing nitrite oxidation rate. Further analysis revealed that the low-ammonium condition directly decreased anammox activity in situ via two distinct mechanisms. First, anammox bacteria were located in the inner layer of the granular sludge, and thus were disadvantageous when competing for ammonium with ammonium-oxidizing bacteria (AOB) in the outer layer. Second, the complete ammonia oxidizer (comammox) was enriched at low residual ammonium concentrations because of its high ammonium affinity. Both AOB and comammox presented kinetic advantages over anammox bacteria. At high residual ammonium concentrations, nitrite-oxidizing bacteria (NOB) were effectively suppressed, even when their maximum activity was high due to competition for nitrite with anammox bacteria. At low residual ammonium concentrations, the decrease in anammox activity in situ led to an increase in nitrite availability for nitrite oxidation, facilitating the activation of NOB despite the dissolved oxygen limitation (0.15–0.35 mg/L) for NOB persisting throughout the operation. Therefore, the deterioration of mainstream PN/A at low residual ammonium was primarily triggered by a decline in anammox activity in situ. This study provides novel insights into the optimized design of mainstream PN/As in engineering applications. © 2022

Keyword:

Wastewater treatment Bacteria Nitrogen removal Dissolved oxygen Ammonia Granular materials Deterioration Oxidation

Author Community:

  • [ 1 ] [Yang, Yandong]School of Environmental and Municipal Engineering, Qingdao University of Technology, Qingdao; 266033, China
  • [ 2 ] [Jiang, Yiming]School of Environmental and Municipal Engineering, Qingdao University of Technology, Qingdao; 266033, China
  • [ 3 ] [Long, Yanan]School of Environmental and Municipal Engineering, Qingdao University of Technology, Qingdao; 266033, China
  • [ 4 ] [Xu, Jiarui]School of Environmental and Municipal Engineering, Qingdao University of Technology, Qingdao; 266033, China
  • [ 5 ] [Liu, Changqing]School of Environmental and Municipal Engineering, Qingdao University of Technology, Qingdao; 266033, China
  • [ 6 ] [Zhang, Liang]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China

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Source :

Journal of Environmental Sciences (China)

ISSN: 1001-0742

Year: 2023

Volume: 126

Page: 29-39

6 . 9 0 0

JCR@2022

ESI Discipline: ENVIRONMENT/ECOLOGY;

ESI HC Threshold:17

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 18

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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