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作者:

Peng, Yong-Zhen (Peng, Yong-Zhen.) (学者:彭永臻) | Wang, Jian-Hua (Wang, Jian-Hua.) | Chen, Yong-Zhi (Chen, Yong-Zhi.)

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摘要:

Using a A2O-BAF system to treat sewage with a low carbon and nitrogen ratio, the best volume ratio of anaerobic zone, anoxic zone, and aerobic zone of A2O and nitrite return ratio are investigated, and how to strengthen denitrifying dephosphatation is also researched. Results show that under the conditions of hydraulic retention time (HRT) 5.6 h, sludge retention time (SRT) 9 d, sludge return ratio 100%, nitrate recycle ratio 200% of A2O, HRT 30 min, and effluent ρ(DO) 6-8 mg/L of BAF, there exists dephosphatation in the system. When the volume ratio of anaerobic/anoxic/aerobic zone is 3:4:2, which not only satisfies the development of PAOs, but also suppresses reproduction of nitrifying bacteria, 67.4% of TN and 98.6% of TP are removed. With the same volume ratio, when the nitrate return ratio is 250%, the dephosphatation efficiency is the best. Most of PAOs have the denitrifying dephosphatation ability, and the effluent nitrate nitrogen and TP are nearly 0. The two-sludge system can fully exert advantages of the activated sludge process and biological membrane technology. It is a suitable system for treating low carbon nitrogen ratio sewage and can achieve advanced phosphorus and nitrogen removal.

关键词:

Activated sludge process Anoxic water Bacteria Biological membranes Cell proliferation Cytology Denitrification Membrane technology Nitrates Nitrification Nitrogen removal Sewage

作者机构:

  • [ 1 ] [Peng, Yong-Zhen]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Wang, Jian-Hua]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Chen, Yong-Zhi]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2012

期: 4

卷: 38

页码: 590-595

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