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作者:

Meng, Cheng-Cheng (Meng, Cheng-Cheng.) | Hao, Rui-Xia (Hao, Rui-Xia.) | Wang, Jian-Chao (Wang, Jian-Chao.) | Wang, Run-Zhong (Wang, Run-Zhong.) | Ren, Xiao-Ke (Ren, Xiao-Ke.) | Zhao, Wen-Li (Zhao, Wen-Li.)

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摘要:

To improve the denitrogenation effect of three-dimensional biofilm-electrode reactor (3BER), 3BER-S coupled system of 3BER and sulfur autotrophic denitrification technology has been applied for nitrate removal of simulated municipal wastewater treatment plant (WWTP) effluentwithlowcarbon-nitrogen ratio (C/N). Results of the comparative test between 3BER and 3BER-S indicated that 3BER-S was superior in TN removal efficiency, pH buffering and nitrite nitrogen accumulation. When TOC:TN:P = 10.7:10:1, C(NO3--N) = 35±2mg/L and pH=7.0~7.5 in the influent of the systems, the average total nitrogen and nitrate removal efficiency was about 85% and 94% for 3BER-S, which was 15% and 10% higher than 3BER respectively. And the average accumulation of nitrite nitrogen was 3.04mg/L for 3BER-S, which was 2mg/L lower than 3BER. The quantitative analysis of sulfur autotrophic denitrification process in 3BER-S showed that the effective availability of elemental sulfur was about 79.5%, and sulfur autotrophic denitrification process accounted 14.07 percent of whole denitrification process which played an important role in buffering pH of the coupled system. Based on the clone library of nitrite reductase genes (nirS) fragments, all the denitrifying bacteria in 3BER-S system showed a high similarity with Betaproteobacteria, in which Thauera, Thiobacillusdenitrificans and Acidovoraxhavea accounted for 61.41%, 3.50% and 19.30% respectively. Therefore when the organic carbon source was sufficient relatively in influent of 3BER-S, the heterotrophic denitrification process played the dominant role, as well ashydrogenotrophicand sulfur autotrophic denitrification processes owe a certainproportionin the system. ©, 2014, Chinese Society for Environmental Sciences. All right reserved.

关键词:

Bacteria Biofilms Denitrification Efficiency Electrodes Nitrates Nitrogen removal Organic carbon Sulfur Wastewater treatment

作者机构:

  • [ 1 ] [Meng, Cheng-Cheng]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing ; 100124, China
  • [ 2 ] [Meng, Cheng-Cheng]CCCC Second Harbor Consultants Co., Ltd, Wuhan; 430071, China
  • [ 3 ] [Hao, Rui-Xia]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing ; 100124, China
  • [ 4 ] [Wang, Jian-Chao]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing ; 100124, China
  • [ 5 ] [Wang, Run-Zhong]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing ; 100124, China
  • [ 6 ] [Ren, Xiao-Ke]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing ; 100124, China
  • [ 7 ] [Zhao, Wen-Li]Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing ; 100124, China

通讯作者信息:

  • [hao, rui-xia]key laboratory of water quality science and water environment recovery engineering, beijing university of technology, beijing ; 100124, china

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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2014

期: 11

卷: 34

页码: 2817-2823

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