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作者:

Wang, Rui (Wang, Rui.) | Liu, Jinjin (Liu, Jinjin.) | Zhang, Qiong (Zhang, Qiong.) | Li, Xiyao (Li, Xiyao.) | Wang, Shuying (Wang, Shuying.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻)

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Scopus SCIE

摘要:

Low water temperatures and ammonium concentrations pose challenges for anammox applications in the treatment of low C/N municipal wastewater. In this study, a 10 L -water bath sequencing batch reactor combing biofilm and suspended sludge was designed for low C/N municipal wastewater treatment. The nitrogen removal performance via partial nitrification anammox-(endogenous) denitrification anammox process was investigated with anaerobic -aerobic -anoxic mode at low temperatures and dissolved oxygen (DO). The results showed that with the decrease of temperature from 30 to 15 degrees C, the influent and effluent nitrogen concentrations and nitrogen removal efficiencies were 73.7 +/- 6.5 mg/L, 7.8 +/- 2.8 mg/L, and 89.4 %, respectively, with aerobic hydraulic retention time of only 6 h and DO concentration of 0.2-0.5 mg/L. Among that, the stable anammox process compensated for the inhibitory effects of the low temperatures on the nitrification and denitrification processes. Notably, from 30 to 15 degrees C, the anammox activity and relative abundance of the dominant Brocadia genus were increased from 39.7 to 45.5 mgN/gVSS/d and 7.3 to 12.0 %, respectively; the single gene expression level of the biofilm increased 9.0 times. The anammox bacteria showed a good adaptation to temperatures reduction. However, nitrogen removal by anammox was not improved by increasing DO (>= 4 mg/L) at 8-4 degrees C. Overall, the results of this study demonstrate the feasibility of the mainstream anammox process at low temperatures.

关键词:

Low temperature Anammox Low C/N municipal wastewater Hybrid treatment system Dissolved oxygen regulation

作者机构:

  • [ 1 ] [Wang, Rui]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 2 ] [Liu, Jinjin]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 3 ] [Zhang, Qiong]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 4 ] [Li, Xiyao]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 5 ] [Wang, Shuying]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 6 ] [Peng, Yongzhen]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 7 ] [Peng, Yongzhen]Beijing Univ Technol, Beijing 100124, Peoples R China

通讯作者信息:

  • 彭永臻

    [Peng, Yongzhen]Beijing Univ Technol, Beijing 100124, Peoples R China

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来源 :

WATER RESEARCH

ISSN: 0043-1354

年份: 2024

卷: 252

1 2 . 8 0 0

JCR@2022

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SCOPUS被引频次: 22

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