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作者:

Zeng, Wei (Zeng, Wei.) (学者:曾薇) | Zhang, Jie (Zhang, Jie.) | Ji, Zhaohua (Ji, Zhaohua.) | Wang, Anqi (Wang, Anqi.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻)

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EI PKU CSCD

摘要:

Shortcut nitrification-denitrification and population dynamics of ammonia oxidizing bacteria (AOB) and nitrite oxidizing bacteria (NOB) were investigated in a continuous flow MUCT reactor treating real domestic wastewater. Shortcut nitrification-denitrification was achieved by controlling low dissolved oxygen (DO) concentration of 0.5 mgL-1 and short hydraulic retention time (HRT) of 6 h. Nitrite accumulation ratios reached above 90%. TN removal in the phase of shortcut nitrification-denitrification was up to 90%, far higher than complete nitrification with 74% of TN removal. The results of quantitative real time PCR (QPCR) indicated that during complete nitrification-denitrification AOB abundance exhibited a decline tendency, decreasing from 1.69109 cells(g dried sludge)-1 to 3.76107 cells(g dried sludge)-1, and NOB abundance maintained at 108 cells(g dried sludge)-1. During shortcut nitrification-denitrification, the abundance of AOB slightly increased from 3.17106 cells(g dried sludge)-1 to 1.32107 cells(g dried sludge)-1 accompanied with a slight increase of ratio of AOB to total bacteria. The abundance of NOB fluctuated in a range of 5.9107-1.78108 cells(g dried sludge)-1. The ratio of NOB to total bacteria dropped from 1.44% to 0.47%. Therefore, the abundance decrease and bioactivities inhibition of NOB were the important factors to achieve shortcut nitrification-denitrification in MUCT process treating real domestic wastewater. During shortcut nitrification-denitrification due to low DO concentration and short HRT, AOB abundance and their relative distribution did not increase, even descended. But that did not influence the removal of ammonia and total nitrogen. © All Right Reserved.

关键词:

Ammonia Bacteria Cells Cytology Denitrification Dissolved oxygen Nitration Nitrification Nitrogen removal Polymerase chain reaction Population dynamics Wastewater treatment

作者机构:

  • [ 1 ] [Zeng, Wei]College of Environmental and Energy Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhang, Jie]College of Environmental and Energy Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Ji, Zhaohua]College of Environmental and Energy Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Wang, Anqi]College of Environmental and Energy Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Peng, Yongzhen]College of Environmental and Energy Engineering, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 曾薇

    [zeng, wei]college of environmental and energy engineering, beijing university of technology, beijing; 100124, china

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来源 :

CIESC Journal

ISSN: 0438-1157

年份: 2016

期: 6

卷: 67

页码: 2533-2541

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