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Author:

Wu Lina (Wu Lina.) | Yan Zhibin (Yan Zhibin.) | Huang Shan (Huang Shan.) | Li Jin (Li Jin.) | Su Baiyi (Su Baiyi.) | Wang Chunyan (Wang Chunyan.) | Peng Yongzhen (Peng Yongzhen.) (Scholars:彭永臻)

Indexed by:

Scopus SCIE PubMed

Abstract:

The current research regarding anaerobic ammonium oxidation (anammox) for the treatment of landfill leachate mainly focuses on a temperature range of 30-35 °C. However, achieving and maintaining anammox at lower temperatures would widen its application for the treatment of landfill leachate. This study, attempts to address this issue by using a combined process involving an upflow anaerobic sludge blanket (UASB), anoxic/oxic (A/O) reactor, anammox reactor (ANAOR), and anaerobic sequencing batch reactor (ASBR) to enrich anammox bacteria at relatively low temperatures. The rapid start-up of the partial nitrification-anammox process for landfill leachate treatment was achieved and maintained at 13-22 °C. The experiment was divided into phase 1 (20-22 °C) and phase 2 (13-15 °C). The results showed that 87.1% of the chemical oxygen demand (COD), 97.4-97.7% of the ammonium nitrogen (NH4+-N), and 93.3-94.7% of the total nitrogen (TN), were removed. At least 29.3% and 11.4% of NH4+-N was removed through anammox in phases 1 and 2, respectively, with an accumulation NO2--N ratio of 86.1-88.6%. Candidatus Kuenenia was the dominant anammox bacteria in the anammox process. A low temperature of 13-15 °C did not affect ammonia oxidizing bacteria (AOB), and their relative abundance in the A/O reactor ranged from 27.29% to 33.22%.

Keyword:

Partial nitrification Anaerobic ammonium oxidation Landfill leachate Denitrification Low temperature

Author Community:

  • [ 1 ] [Wu Lina]Key Laboratory of Urban Stormwater System and Water Environment (Ministry of Education), Beijing University of Civil Engineering and Architecture, Beijing, 100044, China. Electronic address: wlncyj@sina.com
  • [ 2 ] [Yan Zhibin]Key Laboratory of Urban Stormwater System and Water Environment (Ministry of Education), Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 3 ] [Huang Shan]Department of Civil and Environmental Engineering, Princeton University, Princeton, 08544, USA
  • [ 4 ] [Li Jin]Key Laboratory of Urban Stormwater System and Water Environment (Ministry of Education), Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 5 ] [Su Baiyi]Key Laboratory of Urban Stormwater System and Water Environment (Ministry of Education), Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 6 ] [Wang Chunyan]Key Laboratory of Urban Stormwater System and Water Environment (Ministry of Education), Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 7 ] [Peng Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Centre of Beijing, Beijing University of Technology, Beijing, 100124, China. Electronic address: pyz@bjut.edu.cn

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Source :

Environmental research

ISSN: 1096-0953

Year: 2020

Volume: 191

Page: 110131

8 . 3 0 0

JCR@2022

ESI Discipline: ENVIRONMENT/ECOLOGY;

ESI HC Threshold:138

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 27

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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