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Author:

Zhang, Xiaojing (Zhang, Xiaojing.) | Li, Dong (Li, Dong.) (Scholars:李冬) | Liang, Yuhai (Liang, Yuhai.) | Zeng, Huiping (Zeng, Huiping.) | He, Yongping (He, Yongping.) | Fan, Dan (Fan, Dan.) | Zhang, Jie (Zhang, Jie.) (Scholars:张杰)

Indexed by:

Scopus SCIE

Abstract:

The partial nitrification (PN)-Anammox process was considered as one of the most efficient and economical method to remove ammonia from wastewater without organic carbon consumption. In this process, PN is the key step since it should provide stable effluent with suitable [GRAPHICS] ratio for the subsequent Anammox. In this study, PN was successfully started-up during 30 d at ambient temperature (25 degrees C) in a continuous flow membrane bioreactor (MBR), by gradually increasing ammonia-loading rate (ALR) under oxygen-limited condition. Finally, the system achieved an ammonia oxidation rate of 0.52 kg m(-3 )d(-1) and an excellent effluent with appropriate [GRAPHICS] ratio as 1.1-1.3. ALR was indicated as the indispensable controlling factor, and the applied alkalinity with the combination of high ALR inhibition and oxygen limitation provided the selective washout of nitrite-oxidizing bacteria (NOB) and an active aerobic ammonia-oxidizing (AerAOB) population. Techniques of fluorescence in situ hybridization and clone sequencing were utilized simultaneously to study the microbial characteristics in the stable PN system. The results demonstrated that small amounts of NOB were present and not active, while AerAOB predominated in the MBR-PN system, and Nitrosomonas-related AerAOB were considered to be responsible for the satisfactory PN performance.

Keyword:

AerAOB Ammonia loading rate Partial nitrification FISH NOB

Author Community:

  • [ 1 ] [Zhang, Xiaojing]Harbin Inst Technol, Sch Municipal & Environm Engn, State Key Lab Urban Water Resource & Environm, Harbin 150090, Peoples R China
  • [ 2 ] [Zhang, Jie]Harbin Inst Technol, Sch Municipal & Environm Engn, State Key Lab Urban Water Resource & Environm, Harbin 150090, Peoples R China
  • [ 3 ] [Li, Dong]Beijing Univ Technol, Key Lab Water Qual Sci & Water Environm Recovery, Beijing 100124, Peoples R China
  • [ 4 ] [Liang, Yuhai]Beijing Univ Technol, Key Lab Water Qual Sci & Water Environm Recovery, Beijing 100124, Peoples R China
  • [ 5 ] [Zeng, Huiping]Beijing Univ Technol, Key Lab Water Qual Sci & Water Environm Recovery, Beijing 100124, Peoples R China
  • [ 6 ] [He, Yongping]Beijing Univ Technol, Key Lab Water Qual Sci & Water Environm Recovery, Beijing 100124, Peoples R China
  • [ 7 ] [Fan, Dan]Beijing Univ Technol, Key Lab Water Qual Sci & Water Environm Recovery, Beijing 100124, Peoples R China

Reprint Author's Address:

  • 张杰

    [Zhang, Jie]Harbin Inst Technol, Sch Municipal & Environm Engn, State Key Lab Urban Water Resource & Environm, Harbin 150090, Peoples R China

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Source :

DESALINATION AND WATER TREATMENT

ISSN: 1944-3994

Year: 2015

Issue: 3

Volume: 54

Page: 581-589

1 . 1 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:174

JCR Journal Grade:3

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count: 12

SCOPUS Cited Count: 16

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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