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作者:

Zhang, Jian-Hua (Zhang, Jian-Hua.) | Wang, Shu-Ying (Wang, Shu-Ying.) (学者:王淑莹) | Zhang, Miao (Zhang, Miao.) | Wang, Cong (Wang, Cong.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (学者:彭永臻)

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EI Scopus PKU CSCD CSSCI

摘要:

Denitrifying polyphosphate accumulating organisms (DPAOs) could remove N and P simultaneously when exposed to sequential anaerobic-anoxic conditions. The key factor of denitrifying phosphorus removal by DPAOs was the conversion and utilization of internal carbon source. To evaluate the effect of conversion and utilization of internal carbon source on the removal of nitrogen and phosphorus, batch experiments were conducted with different anaerobic/anoxic reaction time using denitrifying phosphorus activated sludge taken from an anaerobic/anoxic/oxic (A2/O)-biological contact oxidation (BCO) system. The results showed that DPAOs produced the highest amount of poly-β-hydroxyalkanoate (PHA) and finished phosphorus release when anaerobic reaction time was 90min, while too long anaerobic reaction time (120, 150min) led to the decrease of PHA and affected denitrifying phosphorus removal. Additionally, the effect of long anaerobic reaction time on phosphorus absorption was more significant than that on denitrification by NO3--N, and the specific phosphorus uptake rate suffered a 30 percent fall when extending the anaerobic reaction time to 150min. Under the appropriate anaerobic conditions, the optimal anoxic reaction time for nitrogen and phosphorus removal was 120min. The nitrogen and phosphorus removal couldn't finish with a short reaction time (60min), while Gly was partially degraded with long anoxic reaction time (180, 240, 300min), denitrifying phosphorus removal was indirectly affected, and it was of no advantage to the long-term operation. Furthermore, in a short time, the impact of long anaerobic reaction time on the nitrogen and phosphorus removal was greater than that of long anoxic reaction time. © 2017, Editorial Board of China Environmental Science. All right reserved.

关键词:

Anoxic water Bacteria Biological water treatment Carbon Denitrification Internal oxidation Nitrogen Nitrogen removal Phosphorus

作者机构:

  • [ 1 ] [Zhang, Jian-Hua]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Shu-Ying]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhang, Miao]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Wang, Cong]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Peng, Yong-Zhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 彭永臻

    [peng, yong-zhen]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, engineering research center of beijing, beijing university of technology, beijing; 100124, china

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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2017

期: 3

卷: 37

页码: 989-997

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