2022
DOI: 10.1016/j.heliyon.2022.e09019
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Landfill leachate treatment using hydrodynamic cavitation: exploratory evaluation

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Cited by 25 publications
(14 citation statements)
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“…The increments from the 2nd to 3rd hour of system operation in efficiency were smaller compared to the increment from the 1st to 2nd hour, being 5.4% for COD, 10.8% for turbidity and 3.1%, being similar in the other times tested (Table 2 ). Similar observations were reported by Huo et al 2008, Gutiérrez-Mosquera et al 2022 and Wang et al 2021 which can be associated with the decreased fluid flow causing the cavitation device to be filled with water, leading to higher static pressure and early collapse of cavities 18 , 22 , 52 . Also, Huo et al 2008 observed that longer operational times can drive aromatic polycondesantion which increases the DOM humidification causing an increase in the COD values in the system 52 .…”
Section: Resultssupporting
confidence: 83%
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“…The increments from the 2nd to 3rd hour of system operation in efficiency were smaller compared to the increment from the 1st to 2nd hour, being 5.4% for COD, 10.8% for turbidity and 3.1%, being similar in the other times tested (Table 2 ). Similar observations were reported by Huo et al 2008, Gutiérrez-Mosquera et al 2022 and Wang et al 2021 which can be associated with the decreased fluid flow causing the cavitation device to be filled with water, leading to higher static pressure and early collapse of cavities 18 , 22 , 52 . Also, Huo et al 2008 observed that longer operational times can drive aromatic polycondesantion which increases the DOM humidification causing an increase in the COD values in the system 52 .…”
Section: Resultssupporting
confidence: 83%
“…When associated to ozonation the process contributes for rapid absorption of ozone molecules in the system. The combined process of cavitation with ozone produces ·OH radicals therefore can significantly improve the degradation efficiency of the process 18 , 22 , 52 .…”
Section: Resultsmentioning
confidence: 99%
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“…However, HC is more commonly used in combination with AOPs or oxidants to obtain better leachate treatment results. Luis et al 26 combined HC with 200 ppm H 2 O 2 at a 3 bar inlet pressure for 30 min, achieving 38.21% and 51.55% removal of COD and BOD 5 from landfill leachate. Wang et al 27 combined HC with 25 mg/L chlorine dioxide at pH 5 and an inlet pressure 0.4 MPa for 120 min, resulting in 58.82% COD removal from landfill leachate coagulation effluent.…”
Section: Introductionmentioning
confidence: 99%