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作者:

Zhang, Da (Zhang, Da.) | Yang, Yanling (Yang, Yanling.) (学者:杨艳玲) | Li, Xing (Li, Xing.) (学者:李星) | Xiang, Kun (Xiang, Kun.) | Liu, Yangyang (Liu, Yangyang.)

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摘要:

To ensure the water quality in long distance pipeline transportation, the influence of dissolved oxygen (DO) on water quality and recovery process after aeration oxygenation were studied in a pipeline reactor that could simulate this long distance pipeline transportation. The results showed that the decrease of DO could reduce the removal of ammonia nitrogen (NH4+-N), and the lower DO concentration was the more unfavorable removal of NH4+-N, the slower recovery after aeration oxygenation was. The removal rate of NH4+-N declined from 90% to 21% and 85% after reactor run 95 h at DO=0.5 mg · L-1 and 1.5 mg · L-1, and the recovery after aeration oxygenation took 54 h and 3 h respectively. The accumulation of nitrite nitrogen (NO2--N) increased significantly as DO reduced, and the lower DO concentration was the more favorable accumulation of NO2--N, the slower recovery after aeration oxygenation was. At DO=0.5 mg · L-1 nitrite nitrogen increased from 0.02 mg · L-1 to 0.354 mg · L-1 after reactor run 95 h, and the recovery after aeration oxygenation took 54 h. While the maximum value of nitrite nitrogen was 0.112 mg · L-1 after reactor run 32 h at DO=1.5 mg · L-1, and the recovery after aeration oxygenation took only 4 h. The decrease of DO concentration could lead to rise of UV254. UV254 increased by 70.8% and 20.8% after reactor run 2 h at DO=0.5 mg · L-1 and 1.5 mg · L-1, respectively, and both recovery took 32 h, and then it was relatively stable after aeration oxygenation. Therefore, DO is of important impact on water quality in long distance pipeline transportation, and could used for the regulation of water quality. © All Rights Reserved.

关键词:

Ammonia Biochemical oxygen demand Biofilms Dissolved oxygen Nitrogen Nitrogen oxides Nitrogen removal Oxygenation Pipelines Pipeline terminals Recovery Water aeration Water pipelines Water quality

作者机构:

  • [ 1 ] [Zhang, Da]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Yang, Yanling]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Li, Xing]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Xiang, Kun]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Liu, Yangyang]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 :

CIESC Journal

ISSN: 0438-1157

年份: 2014

期: 4

卷: 65

页码: 1424-1428

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 1

ESI高被引论文在榜: 0 展开所有

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