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作者:

Zhao, Mengyue (Zhao, Mengyue.) | Wang, Bo (Wang, Bo.) (学者:王波) | Guo, Yuanyuan (Guo, Yuanyuan.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻)

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EI PKU CSCD

摘要:

In order to efficiently utilize carbon source of low C/N ratio domestic sewage, two methods (reducing organics input and increasing carbon source consumption through denitrification) were introduced through the partial nitritation SBR. In this study, five factors, i.e. influent volume, drainage ratio, aeration time, precipitation time and stirring time after aeration were investigated to assess the effect on the utilization efficiency of carbon source(the ratio between the quality of carbon source consumption through denitrification and the total organics input). The results showed that when the drainage ratio was decreased from 50% to 35%, the utilization efficiency improved from 15.1% to 24.8%; when the aeration time was increased from 2 h to 2.25 h, the utilization efficiency increased from 24.8% to 27.5% and when 1.5 h of stirring time after aeration was added, the utilization efficiency increased by 3.8%. Meanwhile, the nitrite accumulation rate of the effluent was 94.8% and the NO2--N/NH4+-N was 1.7, indicating that the partial nitrification was stably maintained, and the effluent was more proper for simultaneous anammox and denitrification (SAD) process. All in all, the organics utilization efficiency was promoted gradually through the adjustment of the operational parameters above, by which the aeration energy for consuming organics was saved, and then the multiplication of aerobic heterotrophic bacteria was weakened which avoided striking the ammonia oxidizing bacteria (AOB) effectively, keeping the nitritation effect stable. © All Right Reserved.

关键词:

Aerobic bacteria Ammonia Carbon Denitrification Drainage Nitration Nitrogen removal Precipitation (chemical) Sewage Sewage aeration Wastewater treatment Water aeration

作者机构:

  • [ 1 ] [Zhao, Mengyue]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Bo]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Guo, Yuanyuan]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 彭永臻

    [peng, yongzhen]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, key laboratory of beijing for water quality science and water environment recovery engineering, beijing university of technology, beijing; 100124, china

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来源 :

CIESC Journal

ISSN: 0438-1157

年份: 2016

期: 11

卷: 67

页码: 4825-4836

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 1

ESI高被引论文在榜: 0 展开所有

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