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作者:

Fu, Kunming (Fu, Kunming.) | Zhang, Jie (Zhang, Jie.) | Cao, Xiangsheng (Cao, Xiangsheng.) | Li, Dong (Li, Dong.) (学者:李冬) | Zuo, Zaorong (Zuo, Zaorong.) | Wang, Huifang (Wang, Huifang.)

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摘要:

A CANON reactor with modified polyethylene carrier was started up by seeding sludge from another mature CANON reactor and using artificial inorganic ammonia-rich waste water as influent. To accelerate ANAMMOX bacteria cultivation, the start-up was under anaerobic conditions first to avoid dissolved oxygen inhibition on ANAMMOX bacteria, and then under aerobic conditions. The reactor was first under anaerobic conditions to start ANAMMOX process at room temperature [(20±5)] in first 300 days, however, total nitrogen removal load was only 0.12 kg·(m3·d)-1, which meant failure of ANAMMOX. When temperature was increased to 30, 30 days later, total nitrogen removal load was up to 0.23 kg·(m3·d)-1. Then anaerobic conditions was changed to aerobic conditions, and total nitrogen removal load was up to 1.01 kg·(m3·d)-1, while nitrogen removal efficiency was 77.61%, and average variation ratio of nitrate and nitrogen (δNO3--N/δTN) was 0.122, close to theoretical value 0.127, showing both good stability of nitritation and good nitrogen removal. Adopting the way of anaerobic stage first and then aerobic stage could not accelerate ANAMMOX bacteria cultivation as expected, and modified polyethylene carrier was not a suitable carrier to start ANAMMOX process under anaerobic conditions. However, once the reactor was successfully started up, aeration could be saved, though it might perform unstably. Modified polyethylene carrier was suggested to combine with UASB reactor to keep bacteria. ©All Rights Reserved.

关键词:

Aerobic bacteria Ammonia Dissolved oxygen Nitrogen removal Polyethylenes Wastewater treatment

作者机构:

  • [ 1 ] [Fu, Kunming]Key Laboratory of Urban Storm Water System and Water Environment, School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing; 100044, China
  • [ 2 ] [Fu, Kunming]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Cao, Xiangsheng]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Zuo, Zaorong]Key Laboratory of Urban Storm Water System and Water Environment, School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing; 100044, China
  • [ 7 ] [Wang, Huifang]Key Laboratory of Urban Storm Water System and Water Environment, School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing; 100044, China

通讯作者信息:

  • [fu, kunming]key laboratory of beijing for water quality science and water environmental recovery engineering, school of architecture and civil engineering, beijing university of technology, beijing; 100124, china;;[fu, kunming]key laboratory of urban storm water system and water environment, school of environment and energy engineering, beijing university of civil engineering and architecture, beijing; 100044, china

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来源 :

CIESC Journal

ISSN: 0438-1157

年份: 2014

期: 11

卷: 65

页码: 4406-4412

被引次数:

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SCOPUS被引频次: 7

ESI高被引论文在榜: 0 展开所有

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