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author:

Yao, Yiduo (Yao, Yiduo.) [1] | Zou, Xin (Zou, Xin.) [2] | Zhang, Yihui (Zhang, Yihui.) [3] | Guo, Hengbo (Guo, Hengbo.) [4] | Xu, Jiyuan (Xu, Jiyuan.) [5] | Boluk, Yaman (Boluk, Yaman.) [6] | Liu, Yang (Liu, Yang.) [7]

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Abstract:

This study presents a comparative evaluation of two sequencing batch reactors (SBRs) with distinct height-to-width (H/W) ratios treating high-ammonia anaerobically digested sludge supernatant via the nitritation-denitritation process. The reactors were designed with constant volumes but differing H/W ratios, 4.8 for R1 and 2.8 for R2, while maintaining identical superficial gas velocity (SGV), to isolate the effects of reactor configuration. Both systems consistently achieved ∼99 % ammonium nitrogen (NH4+-N) removal throughout operation, with total inorganic nitrogen removal efficiencies of 95 % in R1 and 97 % in R2. Kinetic analysis revealed that R2 achieved higher microbial activity, with maximum AOB and denitritation activities of 0.57 and 6.32 g N/g VSS/d, respectively, compared to 0.49 and 5.12 g N/g VSS/d in R1. Conversely, R1 demonstrated better sludge settleability, with final SVI30 values of 90 mL/g compared to 120 mL/g in R2. Microbial community profiling revealed comparable population structures in both reactors, with both systems dominated by the same key functional microorganisms: Nitrosomonas as the predominant ammonia-oxidizing bacteria (AOB) and Thauera as the primary denitrifying bacteria. These findings indicate that while a lower H/W ratio enhances microbial activity and nitrogen removal, a higher H/W ratio improves sludge compaction and settling. © 2025 The Authors

Keyword:

Ammonia Anaerobic digestion Bacteria Batch reactors Denitrification Nitrogen removal Sludge digestion

Community:

  • [ 1 ] [Yao, Yiduo]Department of Civil and Environmental Engineering, University of Alberta, Edmonton; AB; T6G 1H9, Canada
  • [ 2 ] [Zou, Xin]Department of Civil and Environmental Engineering, University of Alberta, Edmonton; AB; T6G 1H9, Canada
  • [ 3 ] [Zou, Xin]School of Civil and Environmental Engineering, Queensland University of Technology, Brisbane; QLD; 4000, Australia
  • [ 4 ] [Zou, Xin]State Key Laboratory of Green and Efficient Development of Phosphorus Resources & School of Future Membrane Technology, Fuzhou University, Fuzhou; 350108, China
  • [ 5 ] [Zou, Xin]Centre for Agriculture and the Bioeconomy, Queensland University of Technology, Brisbane; QLD; 4000, Australia
  • [ 6 ] [Zhang, Yihui]Department of Civil and Environmental Engineering, University of Alberta, Edmonton; AB; T6G 1H9, Canada
  • [ 7 ] [Guo, Hengbo]Department of Civil and Environmental Engineering, University of Alberta, Edmonton; AB; T6G 1H9, Canada
  • [ 8 ] [Guo, Hengbo]School of Civil and Environmental Engineering, Queensland University of Technology, Brisbane; QLD; 4000, Australia
  • [ 9 ] [Xu, Jiyuan]Department of Civil and Environmental Engineering, University of Alberta, Edmonton; AB; T6G 1H9, Canada
  • [ 10 ] [Boluk, Yaman]Department of Civil and Environmental Engineering, University of Alberta, Edmonton; AB; T6G 1H9, Canada
  • [ 11 ] [Liu, Yang]Department of Civil and Environmental Engineering, University of Alberta, Edmonton; AB; T6G 1H9, Canada
  • [ 12 ] [Liu, Yang]School of Civil and Environmental Engineering, Queensland University of Technology, Brisbane; QLD; 4000, Australia
  • [ 13 ] [Liu, Yang]Centre for Agriculture and the Bioeconomy, Queensland University of Technology, Brisbane; QLD; 4000, Australia

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Source :

Process Safety and Environmental Protection

ISSN: 0957-5820

Year: 2025

Volume: 203

6 . 9 0 0

JCR@2023

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ESI Highly Cited Papers on the List: 0 Unfold All

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30 Days PV: 0

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