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作者:

Chen, Yongzhi (Chen, Yongzhi.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻) | Wang, Jianhua (Wang, Jianhua.) | Gu, Shengbo (Gu, Shengbo.)

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摘要:

Removal behaviors of biological phosphorus (P) and nitrogen (N) in real domestic sewage with low C/N ratio were studied in a laboratory-scaled anaerobic/anoxic/oxic (A2/O)-biological aerated filter (BAF) combined system. In order to improve removal efficiency of the combined system, short sludge retention time (SRT) was applied in A2/O, which was favorable for P removal and denitrification, while longer SRT used in biological aerated filter (BAF), which was favorable for polyphosphate-accumulating organisms (PAOs) and for nitrification to remove the ammonium nitrogen. The recycled liquid involving nitrate from BAF provided electron acceptor enough for the anoxic-zones of A2/O and necessary condition for de-phosphorus by denitrifying. Experimental results showed that with these operations in this combined system COD, N and P could be removed simultaneously. At conditions of HRT 7.5 h, SRT 15 d, the recycling ratio of liquid 400%, the concentrations of COD, ammonium nitrogen, total nitrogen (TN) and total phosphorus (TP) could be reduced from at average values of 376, 67.9, 72.9 and 6.1 mg·L-1in the raw waste water to 42, 0.86, 9.6 and 0.1 mg·L-1 in the effluent, respectively. The rate of phosphorus removal by denitrifying were 1.49 and 1.64 g TP·(g MLVSS)-1·d-1 at recycling ratios of 200% and 400%, respectively. The results of batch tests showed that the population of DPAOs (denitrifying PAOs) was up to 68.2% of the total PAOs. The removal efficiency of TP decreased with increasing SRT. © All Rights Reserved.

关键词:

Anoxic water Bacteria Biofilters Biological water treatment Denitrification Efficiency Effluents Filtration Nitrates Nitrogen Nitrogen removal Passive filters Phosphorus Sewage Wastewater reclamation Water recycling

作者机构:

  • [ 1 ] [Chen, Yongzhi]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Peng, Yongzhen]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Wang, Jianhua]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Gu, Shengbo]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

CIESC Journal

ISSN: 0438-1157

年份: 2011

期: 3

卷: 62

页码: 797-804

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