Effects of superficial gas velocity on the performance of an air-lift internal circulation partial nitrification-anammox granular sludge reactor

The airlift internal circulation reactor for partial nitrification-anammox (PNA-ALR) has the advantages of a small footprint, high mass transfer efficiency, and the ease of formation of granular sludge, thus making it an effective biological treatment for ammonia-containing wastewater. Although supe...

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Veröffentlicht in:Chemosphere (Oxford) 2023-06, Vol.326, p.138480, Article 138480
Hauptverfasser: Zhang, Xu, Zhao, Wei-Qi, Yao, Gen-Ji, Zhuang, Jin-Long, Liu, Hong, Gao, Hui-Jie, Liu, Yong-Di, Li, Wei
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Sprache:eng
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Zusammenfassung:The airlift internal circulation reactor for partial nitrification-anammox (PNA-ALR) has the advantages of a small footprint, high mass transfer efficiency, and the ease of formation of granular sludge, thus making it an effective biological treatment for ammonia-containing wastewater. Although superficial gas velocity (SGV) is an essential parameter for PNA-ALR, it is unclear how the magnitude of SGV impacts nitrogen removal performance. In this study, the nitrogen removal efficiencies of five PNA-ALRs with different SGV were measured during feeding with synthetic municipal wastewater. At an optimal SGV of 2.35 cm s−1, the PNA-ALR consistently maintained the total inorganic nitrogen (TIN) removal efficiency at 76.31% and the effluent TIN concentration was less than 10 mg L−1. By increasing or decreasing the SGV, the nitrogen removal efficiency decreased to a range between 30% and 50%. At lower SGV, the dead space in the PNA-ALR was increased by 21.15%, and the feast/famine ratio of sludge increased to greater than 0.5, which caused a disruption in the structure, and a large loss of, granular sludge. Computational fluid dynamics (CFD) simulations showed operation at a higher SGV, resulting in excessive shear stress of 3.25 N m−2 being generated from bubble rupture in the degassing section. Fluorescent staining determined a decrease of 26.5% in viable bacteria. These results have improved our understanding of the effects of SGV on a PNA-ALR during mainstream wastewater treatment. [Display omitted] •An optimal SGV of 2.35 cm s−1 in PNA-ALR was determined.•The different SGVs can result in the variation of feast/famine conditions of sludge.•The effect of shear stress from bubble rupture on sludge cannot be ignored.
ISSN:0045-6535
1879-1298
1879-1298
DOI:10.1016/j.chemosphere.2023.138480