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作者:

Qi, Wei-Kang (Qi, Wei-Kang.) | Tian, Run-Feng (Tian, Run-Feng.) | Li, Bo (Li, Bo.) | Zhang, Shu-Jun (Zhang, Shu-Jun.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) | Wang, Cong (Wang, Cong.)

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EI Scopus SCIE

摘要:

The continuous aerobic granular sludge (AGS) process is promising for upgrading existing wastewater treatment facilities. However, this approach is still challenging because of its complicated structure and operation. To address this issue, a novel separate aeration self-circulating technology (abbreviated as Zier) was proposed, which is promising for cultivating AGS by its outstanding upflow velocity and circulation multiplier (more than 30 m/h and 200, respectively). This study elaborated on the Zier reactor ' s feasibility, optimization, and control strategy through computational fluid dynamics simulations, theoretical calculations, and experiments. An appropriate flow regime for efficient removal of pollutant and granulation of sludge was attained at a superficial gas velocity of 1.3 cm/s. Moreover, optimizing the aeration column diameter to half of the reaction column and increasing the height/diameter ratio to 20 dramatically boosted the nitrogen removal capacity over 1.6 kg N/m 3 / d. Utilizing a smaller circulation pipe diameter ensured granulation under a consistent flow regime. By judiciously regulating, multiple CSTRs and PFRs seamlessly integrated within the Zier reactor across a broad spectrum of particle sludge. The validity of these findings was further substantiated through experimental and theoretical validations. Drawing from these findings, a multi-scenario control strategy was proposed as Zier ' s map. With all the superiorities shown by the Zier reactor, this study could offer new insights into an efficient continuous AGS process.

关键词:

Aerobic granular sludge Separate aeration Process optimization Upflow sludge bed Computational fluid dynamics

作者机构:

  • [ 1 ] [Qi, Wei-Kang]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 2 ] [Tian, Run-Feng]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 3 ] [Li, Bo]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 4 ] [Zhang, Shu-Jun]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 5 ] [Peng, Yong-Zhen]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 6 ] [Wang, Cong]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 7 ] [Zhang, Shu-Jun]Beijing Drainage Grp Co Ltd, Beijing 100044, Peoples R China
  • [ 8 ] [Wang, Cong]Beijing Drainage Grp Co Ltd, Beijing 100044, Peoples R China

通讯作者信息:

  • [Wang, Cong]Beijing Univ Technol, Beijing 100124, Peoples R China;;

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来源 :

WATER RESEARCH

ISSN: 0043-1354

年份: 2024

卷: 261

1 2 . 8 0 0

JCR@2022

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SCOPUS被引频次: 4

ESI高被引论文在榜: 0 展开所有

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