Optimization of arsenic removal from drinking water by electrocoagulation batch process using response surface methodology

dc.contributor.authorKobya, M.
dc.contributor.authorDemirbas, E.
dc.contributor.authorGebologlu, U.
dc.contributor.authorOncel, M. S.
dc.contributor.authorYildirim, Y.
dc.date.accessioned2025-10-29T11:16:41Z
dc.date.issued2013
dc.departmentFakülteler, Temel Bilimler Fakültesi, Kimya Bölümü
dc.description.abstractIn this investigation, arsenic removal from drinking water using electrocoagulation (EC) in a batch mode was studied by response surface methodology (RSM). The RSM was applied to optimize the operating variables viz. current density (CD, A/m(2)), operating time (t(EC), min) and arsenic concentration (C-o, g/L) on arsenic removal in the EC process using iron electrodes. The combined effects of these variables were analyzed by the RSM using quadratic model for predicting the highest removal efficiency of arsenic from drinking water. The proposed model fitted very well with the experimental data. R-2 adjusted correlation coefficients (AdjR(2): 0.93) for arsenic removal efficiency showed a high significance of the model. The model predicted for a maximum removal of arsenic at the optimum operating conditions (112.3g/L, 5.64A/m(2) and 5min) after the EC process was 93.86% which corresponded to effluent arsenic concentration of 6.9g/L. The minimum operating cost (OC) of the EC process was 0.0664Euro/m(3). This study clearly showed that the RSM was one of the suitable methods for the EC process to optimize the best operating conditions for target value of effluent arsenic concentration (<10g/L) while keeping the OC (energy and electrode consumptions) to minimal.
dc.description.sponsorshipNational Scientific Research Project [BAP-2010-A-21]
dc.description.sponsorshipGebze Institute of Technology
dc.description.sponsorshipThis research work is a part of National Scientific Research Project under contract of BAP-2010-A-21. The authors give thanks to Gebze Institute of Technology for financial support.
dc.identifier.doi10.1080/19443994.2013.769700
dc.identifier.endpage6687
dc.identifier.issn1944-3994
dc.identifier.issn1944-3986
dc.identifier.issue34-36
dc.identifier.orcid0000-0001-5052-7220
dc.identifier.orcid0000-0001-6732-8893
dc.identifier.scopus2-s2.0-84887127132
dc.identifier.scopusqualityQ3
dc.identifier.startpage6676
dc.identifier.urihttps://doi.org/10.1080/19443994.2013.769700
dc.identifier.urihttps://hdl.handle.net/20.500.14854/7718
dc.identifier.volume51
dc.identifier.wosWOS:000326371800026
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherDesalination Publ
dc.relation.ispartofDesalination and Water Treatment
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20251020
dc.subjectElectrocoagulation
dc.subjectArsenic removal
dc.subjectDrinking water
dc.subjectResponse surface methodology
dc.subjectOptimization
dc.subjectOperating cost
dc.titleOptimization of arsenic removal from drinking water by electrocoagulation batch process using response surface methodology
dc.typeArticle

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