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Author:

Zhang, Yan (Zhang, Yan.) | Ma, Xiang-Shan (Ma, Xiang-Shan.) | Guo, Wei (Guo, Wei.) | Xing, Jin-Liang (Xing, Jin-Liang.) | Zhang, Bo-Kang (Zhang, Bo-Kang.) | Liu, Zi-Qi (Liu, Zi-Qi.) | Chen, Chang-Ming (Chen, Chang-Ming.)

Indexed by:

EI PKU CSCD CSSCI

Abstract:

In this research, a new system that combination of the ion exchangemembrane and ultrafiltration membrane (IEM-UF) nitrogen enrichment with shortcut nitrification and denitrification was proposed for low carbon nitrogen ratio of domestic sewage. The performance of nitrogen and COD removalin the system were studiedunder the three stage operating condition. Meanwhile, the characteristicsof the microbial community in the system were analyzed by high throughput technology, andthe effect of the flora changes on the nitrogen removal was investigated. The rate of nitrite accumulation in the shortcut nitrification reactor reached above 90%only 19d when C/N was 3and DO=0.5mg/L.When the ratio of denitrifying influent was 2: 1, the average removal rates of COD and NOx--Nreached above 80% and 89%, respectively. The maximum removal rate of TN was above 64.8%. Besides, the change of bacterial community structure in the three stage was consistent with the change of nitrogen removal efficiency. Under the three operatingconditions, the proportion of Nitrosomonas accounted for the proportion of the genus in the shortcut nitrification reactor was about 3.69%, 5.48% and0.53% respectively. As well asthe sum of denitrifying bacteria Dechloromonas and Thauerain the denitrification reactor accounted for 33.35%, 25.62% and 20.52%, respectivelyunder the three stage. © 2018, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Nitration Ion exchange Ion exchange membranes Sewage Nitrogen removal Water filtration Ultrafiltration Bacteria Denitrification Nitrification

Author Community:

  • [ 1 ] [Zhang, Yan]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Ma, Xiang-Shan]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Guo, Wei]Beijing Fengtai District Health Inspection, Beijing; 100071, China
  • [ 4 ] [Xing, Jin-Liang]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Bo-Kang]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Liu, Zi-Qi]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Chen, Chang-Ming]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • [zhang, yan]key laboratory of 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: 2018

Issue: 2

Volume: 38

Page: 542-550

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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