Rodyti trumpą aprašą

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorBouynk, Abderrahim
dc.contributor.authorMažeikienė, Aušra
dc.contributor.authorZigmontienė, Aušra
dc.contributor.authorMarčiulaitienė, Eglė
dc.date.accessioned2026-04-23T12:57:10Z
dc.date.available2026-04-23T12:57:10Z
dc.date.issued2026
dc.date.submitted2026-01-15
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/160360
dc.description.abstractThe treatment of landfill leachate is a critical environmental, social and economic issue. This type of wastewater poses a threat to the environment and human health, so European standards (Council Directive 1999/31/EC on landfill, Water Framework Directive) require its mandatory treatment. Landfill leachate is composed of different toxins and complex chemicals due to the presence of different kinds of pollutants and trash. These toxins and pollutants include heavy metals, organic pollutants, ammonium nitrogen, and xenobiotic compounds. Due to this complexity and variation in the chemical composition, conventional treatment methods such as bio-logical treatment and membrane separation often face various challenges. To address these challenges, the combination of treatment methods such as coagulation/flocculation as pretreatment followed by adsorption techniques has shown promising results in removing all the toxins at a much lower price using natural materials. This combination ensures the removal of suspended solids and colloidal matter trapped in the leachate using coagulation; the remaining dissolved organic and inorganic matter are removed by the adsorption stage. The uncertainties lie in the fact that it is not known exactly which coagulants, and at what doses, would optimally reduce the amount of organic matter in the landfill filtrate. Experimental studies are being conducted to select suitable coagulants. In this study, Al2(SO4)3 and Fe2(SO4)3 metal salt coagulants were selected for the coagulation stage. At the optimal dosages of Al2(SO4)3, a maximum TC removal of 60% was achieved, whereas Fe2(SO4)3 achieved a slightly higher value of about 62%. On the other hand, low TN removal efficiencies were achieved for both coagulants after the coagulation process alone, not exceeding 11%, confirming that coagulation process alone is insufficient for effective nitrogen removal. Subsequent adsorption stage significantly improved the treatment performance using ZMT, as overall TN removal exceeded 90% for both coagulants at the optimal doses, while the overall TC removal remains slightly effected.en_US
dc.format.extent8 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/160340en_US
dc.rightsAttribution 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectlandfill leachateen_US
dc.subjecttreatmenten_US
dc.subjectcoagulantsen_US
dc.subjectorganic matteren_US
dc.subjectadsorptionen_US
dc.titleStudies to determine the optimal coagulant dosage for the precipitation of landfill leachate pollutanten_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.alternativeEnvironmental protection and water engineeringen_US
dcterms.dateAccepted2026-02-10
dcterms.issued2026-04-23
dcterms.licenseCC BYen_US
dcterms.references26en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineeringen_US
dc.contributor.departmentAplinkos apsaugos ir vandens inžinerijos katedra / Department of Environmental Protection and Water Engineeringen_US
dcterms.sourcetitle13th International Conference “Environmental Engineering” (ICEE-2026)en_US
dc.identifier.eisbn9786094764448en_US
dc.identifier.eissn2029-7092en_US
dc.publisher.nameVilnius Gediminas Technical Universityen_US
dc.publisher.nameVilniaus Gedimino technikos universitetasen_US
dc.publisher.countryLithuaniaen_US
dc.publisher.countryLietuvaen_US
dc.publisher.cityVilniusen_US
dc.identifier.doihttps://doi.org/10.3846/enviro.2026.1709en_US


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