Polluting potential of post-Fenton products in landfill leachate treatment

Fenton process, as one of the most conventional advanced oxidation processes, is widely used in the treatment of specific wastewaters, especially landfill leachate. In current study, the main target was to evaluate some neglected aspects of Fenton process in operational applications. Thus, three nov...

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Main Authors: M.R. Sabour, A. Amiri
Format: Article
Language:English
Published: GJESM Publisher 2017-04-01
Series:Global Journal of Environmental Science and Management
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Online Access:http://www.gjesm.net/article_23717_00d8a0718909317f240d0215980736b8.pdf
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author M.R. Sabour
A. Amiri
author_facet M.R. Sabour
A. Amiri
author_sort M.R. Sabour
collection DOAJ
description Fenton process, as one of the most conventional advanced oxidation processes, is widely used in the treatment of specific wastewaters, especially landfill leachate. In current study, the main target was to evaluate some neglected aspects of Fenton process in operational applications. Thus, three novel responses were introduced. Mass removal efficiency evaluates overall recalcitrant destruction by establishing organics mass balance pre- and post-Fenton treatment. This differentiates it from conventional chemical oxygen demand removal, since mass removal efficiency basically considers the whole mixture and not only the supernatant. The mass content ratio response provides a measure to evaluate the remaining organics in the sludge. Therefore, a borderline mode considering these limitations leads to best feasible field operations. It was found that mass content ratio for effluent reacted conversely to the sludge in response to coagulation. By increasing the coagulant dosage, coagulation improved and the sludge ratio increased in result. For the mass removal efficiency response, it seemed that appropriate balance of the oxidation/coagulation had considerable role through Fe2+ dosage and [H2O2]/[Fe2+] ratio. Finally, by including further conventional parameters such as sludge quantity, the best operational conditions (X1 = 5.7, X2 = 16, X3 = 207 mM) were optimized by response surface methodology to 27.4% and 14.4% for sludge and effluent mass content ratio, respectively, and 58.1% for mass removal efficiency. The results were in good agreement with determination coefficient (R2) of 0.94–0.97, prediction R2 of 0.80–0.93 and coefficient of variation less than 10.
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spelling doaj-art-f518cd9372054362baba142a70880c6d2025-02-02T01:24:27ZengGJESM PublisherGlobal Journal of Environmental Science and Management2383-35722383-38662017-04-013217718610.22034/gjesm.2017.03.02.00623717Polluting potential of post-Fenton products in landfill leachate treatmentM.R. Sabour0A. Amiri1Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, 1996715433, IranDepartment of Civil Engineering, K.N. Toosi University of Technology, Tehran, 1996715433, IranFenton process, as one of the most conventional advanced oxidation processes, is widely used in the treatment of specific wastewaters, especially landfill leachate. In current study, the main target was to evaluate some neglected aspects of Fenton process in operational applications. Thus, three novel responses were introduced. Mass removal efficiency evaluates overall recalcitrant destruction by establishing organics mass balance pre- and post-Fenton treatment. This differentiates it from conventional chemical oxygen demand removal, since mass removal efficiency basically considers the whole mixture and not only the supernatant. The mass content ratio response provides a measure to evaluate the remaining organics in the sludge. Therefore, a borderline mode considering these limitations leads to best feasible field operations. It was found that mass content ratio for effluent reacted conversely to the sludge in response to coagulation. By increasing the coagulant dosage, coagulation improved and the sludge ratio increased in result. For the mass removal efficiency response, it seemed that appropriate balance of the oxidation/coagulation had considerable role through Fe2+ dosage and [H2O2]/[Fe2+] ratio. Finally, by including further conventional parameters such as sludge quantity, the best operational conditions (X1 = 5.7, X2 = 16, X3 = 207 mM) were optimized by response surface methodology to 27.4% and 14.4% for sludge and effluent mass content ratio, respectively, and 58.1% for mass removal efficiency. The results were in good agreement with determination coefficient (R2) of 0.94–0.97, prediction R2 of 0.80–0.93 and coefficient of variation less than 10.http://www.gjesm.net/article_23717_00d8a0718909317f240d0215980736b8.pdfFeasibility assessmentCoefficient of variation (CV)Fenton oxidationMass removal efficiency (MRE)Response surface methodology (RSM)Sludge generation
spellingShingle M.R. Sabour
A. Amiri
Polluting potential of post-Fenton products in landfill leachate treatment
Global Journal of Environmental Science and Management
Feasibility assessment
Coefficient of variation (CV)
Fenton oxidation
Mass removal efficiency (MRE)
Response surface methodology (RSM)
Sludge generation
title Polluting potential of post-Fenton products in landfill leachate treatment
title_full Polluting potential of post-Fenton products in landfill leachate treatment
title_fullStr Polluting potential of post-Fenton products in landfill leachate treatment
title_full_unstemmed Polluting potential of post-Fenton products in landfill leachate treatment
title_short Polluting potential of post-Fenton products in landfill leachate treatment
title_sort polluting potential of post fenton products in landfill leachate treatment
topic Feasibility assessment
Coefficient of variation (CV)
Fenton oxidation
Mass removal efficiency (MRE)
Response surface methodology (RSM)
Sludge generation
url http://www.gjesm.net/article_23717_00d8a0718909317f240d0215980736b8.pdf
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