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作者:

Zhang, Jie (Zhang, Jie.) (学者:张杰) | Mei, Ning (Mei, Ning.) | Liu, Meng-Hao (Liu, Meng-Hao.) | Ye, Xue-Song (Ye, Xue-Song.) | Li, Dong (Li, Dong.) (学者:李冬)

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摘要:

In a groundwater plant we carried out a process operation test of biological removal of iron and manganese nitrification coupled with completely autotrophic ammonium removal over nitrite (CANON) (Fe() 2.91-6.35 mg•L-1, Mn() 0.47-0.98 mg•L-1, NH4+-N 1.15-2.26 mg•L-1) at low temperature (6-8), to explore the effects of filter speed and water quality on ammonia nitrogen removal. The results showed that the mature low-temperature biological filter column, which had been out of service for one month, was cultured for 40 days at a filtration rate of 2 m•h-1 and successfully started. In this process, when the water inlet concentration remained the same, the improved filter speed would reduce the efficiency of ammonia nitrogen capture by the filter column, increase the concentration of ammonia nitrogen in the depth of the filter layer, and improve the efficiency of ammonia nitrogen ions capture by anaerobic ammonia oxidation bacteria (AnAOB) in the depth of the filter layer, so that the ammonia nitrogen removed by CANON in the water increased, while the ammonia nitrogen removed by nitrification decreased. When the filter speed remained unchanged, the concentration of ammonia nitrogen in water was increased to make the ammonia nitrogen with higher concentration enter the filter layer, which increased the concentration of ammonia nitrogen in the zone where ammonia nitrogen and nitrous nitrogen coexist, and improved the net catching efficiency of AnAOB on ammonia nitrogen ions in the filter layer, thus resulting in an increase in ammonia nitrogen removed by CANON. © 2020, Science Press. All right reserved.

关键词:

Ammonia Concentration (process) Efficiency Groundwater Iron Iron removal (water treatment) Manganese removal (water treatment) Nitrification Nitrogen removal Passive filters Speed Temperature Water quality

作者机构:

  • [ 1 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin; 150090, China
  • [ 3 ] [Mei, Ning]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Liu, Meng-Hao]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Ye, Xue-Song]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin; 150090, China
  • [ 6 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 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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来源 :

Environmental Science

ISSN: 0250-3301

年份: 2020

期: 3

卷: 41

页码: 1236-1245

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 2

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