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Author:

Qi, W.-K. (Qi, W.-K..) | Du, T.-Y. (Du, T.-Y..) | Zhang, S.-J. (Zhang, S.-J..) | Zhang, L. (Zhang, L..) | Peng, Y.-Z. (Peng, Y.-Z..) | Wang, C. (Wang, C..)

Indexed by:

EI Scopus SCIE

Abstract:

Existing continuous flow reactors (CFR) utilized for the investigation of aerobic granular sludge (AGS) exhibit structural complexity and suboptimal energy efficiency. An innovative aeration self-circulating CFR (Zier rector) was employed in this study for the cultivation of AGS. The experiment was performed 202 days using real municipal wastewater under varying operating conditions. A hydraulic retention time of 10 h and adequate influent organic matter resulted in a chemical oxygen demand removal efficiency of 85%, an ammonia nitrogen removal efficiency exceeding 92%, and a total nitrogen removal efficiency ranging from 60% to 70%. The particle size increased when the up-flow velocity was maintained between 9.8 and 18 m/h, the self-circulating multiple times ratio was sustained within 12–30 times, and the food-to-microorganism was set within 0.2–0.6 g COD/(g MLSS·d). Ultimately, the mass proportion of sludge with a particle size larger than 0.2 mm was 75%, with 42% exceeding 0.5 mm. The stability of AGS and the treatment efficacy of the Zier process were influenced by the temperature and volume ratio of the nonaerated to the aerated zones. The Zier process demonstrates enhanced advantages and application potential, rendering it a more appealing option for a broader spectrum of water treatment facilities. © 2024 Elsevier Ltd

Keyword:

Food-to-microorganism Biological nitrogen removal Energy-savings Air-driven Reactor structure

Author Community:

  • [ 1 ] [Qi W.-K.]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 ] [Du T.-Y.]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 ] [Zhang S.-J.]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 ] [Zhang S.-J.]Beijing Drainage Group Co., Ltd., Beijing, 100044, China
  • [ 5 ] [Zhang L.]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
  • [ 6 ] [Peng Y.-Z.]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
  • [ 7 ] [Wang C.]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
  • [ 8 ] [Wang C.]Beijing Drainage Group Co., Ltd., Beijing, 100044, China

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Source :

Journal of Cleaner Production

ISSN: 0959-6526

Year: 2025

Volume: 486

1 1 . 1 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: 5

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