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Author:

Zhang, Heng-Le (Zhang, Heng-Le.) | Du, Tian-Yuan (Du, Tian-Yuan.) | Shi, Qi (Shi, Qi.) | Wang, Cong (Wang, Cong.) | Zhang, Shu-Jun (Zhang, Shu-Jun.) | Qi, Wei-Kang (Qi, Wei-Kang.)

Indexed by:

Scopus SCIE

Abstract:

Aerobic granular sludge (AGS) and anaerobic ammonium oxidation (Anammox) technologies are currently very economical, efficient and promising technologies. This study is based on a new continuous flow aeration self-circulation process inoculated with AGS and Anammox to treat actual low C/N urban sewage. The water quality control strategy of the reactor and the stabilization strategy of the granular sludge system were studied in detail. The results show that when the oxygen supply-demand ratio is close to 1, the total nitrogen (TN) removal efficiency reaches 80.6 %, and the maximum can reach 94.7 %. The total nitrogen removal mainly depends on denitrification, and the contribution of simultaneous nitrification and denitrification (SND) to nitrogen removal exceeds 10 %. Whether the oxygen supply is sufficient also affects the proportion of extracellular proteins and polysaccharides in the sludge and the distribution of microbial communities, thereby affecting the stability of the granular sludge system.

Keyword:

Continuous flow Self-circulation Aerobic granular sludge Regulation strategy Denitrification Oxygen supply/ demand

Author Community:

  • [ 1 ] [Zhang, Heng-Le]Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Key Lab Beijing Water Qual Sci & Water Environm Re, Beijing 100124, Peoples R China
  • [ 2 ] [Du, Tian-Yuan]Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Key Lab Beijing Water Qual Sci & Water Environm Re, Beijing 100124, Peoples R China
  • [ 3 ] [Shi, Qi]Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Key Lab Beijing Water Qual Sci & Water Environm Re, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Cong]Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Key Lab Beijing Water Qual Sci & Water Environm Re, Beijing 100124, Peoples R China
  • [ 5 ] [Zhang, Shu-Jun]Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Key Lab Beijing Water Qual Sci & Water Environm Re, Beijing 100124, Peoples R China
  • [ 6 ] [Qi, Wei-Kang]Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Key Lab Beijing Water Qual Sci & Water Environm Re, Beijing 100124, Peoples R China
  • [ 7 ] [Zhang, Shu-Jun]Beijing Drainage Grp Co Ltd, Beijing 100044, Peoples R China

Reprint Author's Address:

  • [Qi, Wei-Kang]Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Key Lab Beijing Water Qual Sci & Water Environm Re, Beijing 100124, Peoples R China

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Source :

JOURNAL OF WATER PROCESS ENGINEERING

ISSN: 2214-7144

Year: 2025

Volume: 72

7 . 0 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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