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Author:

Huang, Shuo (Huang, Shuo.) | Yu, De-Shuang (Yu, De-Shuang.) | Chen, Guang-Hui (Chen, Guang-Hui.) | Wang, Xiao-Xia (Wang, Xiao-Xia.) | Lu, Ting-Ting (Lu, Ting-Ting.) | Tang, Peng (Tang, Peng.) | Liu, Cheng-Cheng (Liu, Cheng-Cheng.)

Indexed by:

EI PKU CSCD

Abstract:

Graphene oxide (GO) was used to enhance denitrification performance of anammox bacteria. Batch experiments were executed to explore effect of GO on anammox bacteria. The results showed anammox bacteria had the best nitrogen removal performance when the concentration of GO was 0.15g/L, and the total nitrogen removal rate was 18.6% higher than blank group. When GO concentration reached 0.2g/L, anammox bacteria activity was inhibited, and the total nitrogen removal rate was reduced by 26.0% compare with the blank group. A long-term experiment was operated to ident the effect of GO on anammox bacteria by set control group. The results showed the average total nitrogen removal rate of the R2 reactor with GO was 85.3%, 83.2% and 81.1% and 80.8%, respectively, which was higher than the R1reactor without GO. The kinetics characteristics of nitrogen removal in a single cycle of the R2 reactor were evaluated. The modified Boltzmann and Gompertz model were found to be the appropriate models to describe the denitrification performance of the R2 reactor in a single cycle. Moreover, the formula to predict the total nitrogen effluent concentration and removal rate at any time in the cycle was obtained. © 2019, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Denitrification Bacteria Wastewater treatment Kinetics Graphene Nitrogen removal Efficiency Graphene oxide

Author Community:

  • [ 1 ] [Huang, Shuo]School of Environmental Science and Engineering, Qingdao University, Qingdao; 266071, China
  • [ 2 ] [Yu, De-Shuang]School of Environmental Science and Engineering, Qingdao University, Qingdao; 266071, China
  • [ 3 ] [Chen, Guang-Hui]School of Environmental Science and Engineering, Qingdao University, Qingdao; 266071, China
  • [ 4 ] [Chen, Guang-Hui]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Wang, Xiao-Xia]School of Environmental Science and Engineering, Qingdao University, Qingdao; 266071, China
  • [ 6 ] [Lu, Ting-Ting]School of Environmental Science and Engineering, Qingdao University, Qingdao; 266071, China
  • [ 7 ] [Tang, Peng]School of Environmental Science and Engineering, Qingdao University, Qingdao; 266071, China
  • [ 8 ] [Liu, Cheng-Cheng]School of Environmental Science and Engineering, Qingdao University, Qingdao; 266071, China

Reprint Author's Address:

  • [chen, guang-hui]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, engineering research center of beijing, beijing university of technology, beijing; 100124, china;;[chen, guang-hui]school of environmental science and engineering, qingdao university, qingdao; 266071, china

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2019

Issue: 5

Volume: 39

Page: 1945-1953

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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