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Publishing Language: Chinese | Open Access

Degradation of salicylic acid wastewater by ozonation enhanced by self-excited hydrodynamic cavitation

YuSheng ZHANG1Tian LIU2HaiTao XIE1Yan ZHANG2QingYu LI2SongYing CHEN2( )
Shandong Huacheng Engineering & Technology Co. Ltd., Jinan 250001
School of Mechanical Engineering, Shandong University, Jinan 250062, China
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Abstract

A self-excited hydrodynamic cavitation jet reactor combined with ozone oxidation has been used to treat salicylic acid wastewater, and the degradations of salicylic acid by hydrodynamic cavitation, ozone oxidation and their combination were compared. The results show that the maximum salicylic acid removal rate is only 3.89% when the salicylic acid wastewater is treated by hydrodynamic cavitation for 60 min under different working conditions. Under the same conditions, the maximum removal rates of salicylic acid by ozonation alone and the combined treatment of the two methods were 61.47% and 70.63%, respectively. At an ozone flow rate of 0.6-1.0 L/min, the synergistic coefficient of the combined treatment was greater than 1, indicating that the combined system had a synergistic effect. When the ozone flow rate was 0.8 L/min, the synergistic coefficient of the combined system reached a maximum (1.306), and the removal rates of salicylic acid and total organic carbon (TOC) were 58.51% and 29.94%, respectively, after combined treatment for 60 min. When the ozone flow rate was greater than 0.8 L/min, the synergy coefficient decreased, indicating that too much ozone might weaken cavitation and ozone mass transfer.

CLC number: TH89

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Journal of Beijing University of Chemical Technology (Natural Science Edition)
Pages 22-30

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Cite this article:
ZHANG Y, LIU T, XIE H, et al. Degradation of salicylic acid wastewater by ozonation enhanced by self-excited hydrodynamic cavitation. Journal of Beijing University of Chemical Technology (Natural Science Edition), 2025, 52(1): 22-30. https://doi.org/10.13543/j.bhxbzr.2025.01.003

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Received: 11 May 2024
Published: 20 January 2025
© 2025 The Authors.

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).