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作者:

Wang, Jianchao (Wang, Jianchao.) | Hao, Ruixia (Hao, Ruixia.) | Meng, Chengcheng (Meng, Chengcheng.) | Ren, Xiaoke (Ren, Xiaoke.)

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EI Scopus PKU CSCD CSSCI

摘要:

To strengthen the removal TN for wastewater treatment plant (WWTP) effluent, the performance and bacterial community of a coupling 3-dimensional biofilm-electrode with sulfur autotrophic denitrification technology (3DBER-S) was investigated under different operating condition experiments and 16S rDNA clone library. It was found that the influences of electric current and hydraulic retention time (HRT) were obvious on the proportion of hydrogen and sulfur autotrophic denitrification process in 3DBER-S, but there was no significant impact on the denitrification performance. When CODCr/TN (C/N) was 1 and NO3--N concentration was 35 mg/L in the influent, NO3--N and TN removal rates were above 80% and 74% respectively under conditions of electric current of 300 mA and HRT of 4 h. The analysis of 16S rDNA clone library showed that the dominant populations were β-Proteobacteria (47.89%) in the biofilm of 3DBER-S. 52.94% of the β-Proteobacteria consisted of a bacteria similar to Thauera that could perform denitrification. Moreover, the bacteria similar to Thiobacillus and Acidovorax accounted for 17.65% and 14.71% respectively of the β-Proteobacteria, which can use sulfur and hydrogen as an electron donor for denitrification respectively. There is a mutual complementation among heterotrophic, hydrogen and sulfur autotrophic denitrification processes, which supply 3DBER-S with enough electron donors. Then the stable and high-performance nitrogen removal can be maintained under different operating conditions, even if the carbon source of the influent is insufficient. ©, 2015, Editorial department of Molecular Catalysis. All right reserved.

关键词:

Bacteria Biofilms Cloning Denitrification Effluents Effluent treatment Electrodes Hydrogen Nitrogen removal Sulfur Wastewater treatment

作者机构:

  • [ 1 ] [Wang, Jianchao]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 2 ] [Hao, Ruixia]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 3 ] [Meng, Chengcheng]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 4 ] [Ren, Xiaoke]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China

通讯作者信息:

  • [hao, ruixia]key laboratory of beijing for water quality science and water environmental recovery engineering, college of architecture and civil engineering, beijing university of technology, beijing, china

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ISSN: 1001-6929

年份: 2015

期: 2

卷: 28

页码: 310-317

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 5

ESI高被引论文在榜: 0 展开所有

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