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Author:

Li, Dong (Li, Dong.) (Scholars:李冬) | Yang, Qiao-Yun (Yang, Qiao-Yun.) | Zeng, Hui-Ping (Zeng, Hui-Ping.) | Zhang, Jie (Zhang, Jie.) (Scholars:张杰)

Indexed by:

EI Scopus PKU CSCD CSSCI

Abstract:

In order to start up an CANON process to treat domestic wastewater, the simultaneous anaerobic ammonium oxidation and denitrification process (SAD) was started up firstly, then the ammonia-oxidizing bacteria (AOB) was enriched by Simulated domestic wastewater under low aeration. During the operation period, the variation of ammonia nitrogen (NH4+-N) nitrite nitrogen (NO2--N) and nitrate nitrogen(NO2--N )and dynamics activities of functional microbes were investigated to elaborate main factors for the conversion of sludge characteristics in the start-up process of CANON. The results showed that the time of both partial nitrification process and the adaptation to organic environment of ANAMMOX bacteria were shortened. The CANON process was started up successfully after 60days.the ANR of CANON process exceeded 93%. Owing to the short cycle, the ratio of ananmmox bacteria dynamics activity with heterotrophic denitrification bacteria was always within reasonable limits (μNH4+-N/μCOD> 1.0). The pH of reactor was improved because of the degradation of COD by heterotrophic denitrification bacteria. In addition, the selective inhibition of NOB caused by both free ammonia (FA) during the aeration period was the other main factor for stable partial nitrification. © 2017, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Wastewater treatment Bacteria Nitrogen removal Ammonia Nitrogen oxides Water aeration Chemical oxygen demand Denitrification Nitrification Biodegradation

Author Community:

  • [ 1 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Yang, Qiao-Yun]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zeng, Hui-Ping]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin; 150090, China

Reprint Author's Address:

  • 李冬

    [li, dong]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 :

China Environmental Science

ISSN: 1000-6923

Year: 2017

Issue: 4

Volume: 37

Page: 1307-1314

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: 16

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