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Author:

Wang, X. (Wang, X..) | Wang, M. (Wang, M..) | Yu, G. (Yu, G..) | Wang, W. (Wang, W..) | Liu, H. (Liu, H..) | Chen, Z. (Chen, Z..) | Chen, H. (Chen, H..)

Indexed by:

EI Scopus SCIE

Abstract:

Perfluorooctanoic acid (PFOA) remains a persistent organic pollutant within aquatic ecosystems. Activated persulfate (PS) technology has been widely used because it can effectively destroy the stable structure of PFOA. However, this technology still has some restrictive problems, such as the large amount of PS required for the reaction and the high SO42- concentration in the wastewater after the reaction. In this study, we used the advantages of hydrodynamic cavitation to activate PS, such as promoting mass transfer and oxidant utilization. After 3 hours of treatment, the HC/PS system showed outstanding performance in that 93.6% of PFOA was degraded, and 31.09% of PFOA was defluorinated under optimal conditions with smaller PS dosage and lesser SO42- generation. The different inhibitory effects of coexisting substances (Cl-, CO32-, F-, NO3-, SO42-, HA) on the system were emphasized. The contribution rates of sulfate radicals (SO4•-, 84.4%) and hydroxyl radicals (·OH, 10.9%), which are the main active substances in the HC/PS system, were calculated during the degradation of PFOA. The potential degradation pathways of PFOA were proposed based on the intermediates identified through LC-MS/MS. PFOA gradually lost CF2 units, forming shorter-chain intermediates (PFHpA, PFHxA, PFPeA, PFBA) and F-, ultimately converting to H2O and CO2. Above all, this study provides valuable insights into the future wastewater treatment process for PFOA pollution and has important guiding significance for practical engineering applications. © 2024 Elsevier Ltd

Keyword:

Influencing factors Hydrodynamic cavitation Persulfate Perfluorooctanoic acid Degradation mechanism

Author Community:

  • [ 1 ] [Wang X.]Beijing University of Technology, National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing, 100124, China
  • [ 2 ] [Wang X.]Beijing Municipal Research Institute of Eco-Environmental Protection, National Engineering Research Center for Urban Environmental Pollution Control, Beijing, 100037, China
  • [ 3 ] [Wang M.]Beijing Key Laboratory of Resource-oriented Treatment of Industrial Pollutants, School of Energy and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China
  • [ 4 ] [Wang M.]Department of Civil Engineering, School of Environmental Engineering, Monash University, Melbourne, Australia
  • [ 5 ] [Yu G.]Beijing Geo-Exploration and Water Environment Engineering Institute Co., Ltd., Tiancun Road, Beijing, 100142, China
  • [ 6 ] [Wang W.]Beijing Geo-Exploration and Water Environment Engineering Institute Co., Ltd., Tiancun Road, Beijing, 100142, China
  • [ 7 ] [Liu H.]School of Resources and Environment, Anqing Normal University, Anqing, 246133, China
  • [ 8 ] [Chen Z.]Faculty of Environmental Sciences, Czech University of Life Sciences Prague, Kamýcká 129, Praha-Suchdol, 16500, Czech Republic
  • [ 9 ] [Chen H.]Beijing Key Laboratory of Resource-oriented Treatment of Industrial Pollutants, School of Energy and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China

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Source :

Journal of Environmental Chemical Engineering

ISSN: 2213-3437

Year: 2024

Issue: 5

Volume: 12

7 . 7 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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