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

被引:4
|
作者
Zhang, Xu [1 ,2 ]
Zhao, Wei-Qi [1 ,2 ]
Yao, Gen-Ji [1 ,2 ]
Zhuang, Jin-Long [3 ]
Liu, Hong [4 ]
Gao, Hui-Jie [5 ]
Liu, Yong-Di [1 ,2 ,6 ]
Li, Wei [1 ,2 ,6 ]
机构
[1] East China Univ Sci & Technol, Natl Engn Res Ctr Ind Wastewater Detoxicat & Resou, Shanghai, Peoples R China
[2] East China Univ Sci & Technol, Sch Resources & Environm Engn, State Environm Protect Key Lab Environm Risk Asses, Shanghai, Peoples R China
[3] Suzhou Univ Sci & Technol, Sch Environm Sci & Engn, Suzhou, Peoples R China
[4] Shanghai Huayi Grp Co, Shanghai, Peoples R China
[5] SINOPEC Dalian Res Inst Petr & Petrochem Co Ltd, Dalian, Peoples R China
[6] Shanghai Inst Pollut Control & Ecol Secur, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
Airlift internal circulation bioreactor; Superficial gas velocity; Granular sludge; Mixing characteristics; Shear stress; WASTE-WATER TREATMENT; PARTIAL NITRITATION; NITROGEN REMOVAL; MASS-TRANSFER; HYDRAULIC CHARACTERISTICS; AEROBIC GRANULES; SIZE; DENITRIFICATION; STABILITY; OXIDATION;
D O I
10.1016/j.chemosphere.2023.138480
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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.
引用
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页数:8
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