Publication:
Estimation of transport parameters of phenolic compounds and inorganic contaminants through composite landfill liners using one-dimensional mass transport model

dc.contributor.authorVarank, Gamze
dc.contributor.authorDemir, Ahmet
dc.contributor.authorYetilmezsoy, Kaan
dc.contributor.authorBilgili, M. Sinan
dc.contributor.authorTop, Selin
dc.contributor.authorSekman, Elif
dc.contributor.institutionauthorYETİLMEZSOY, Kaan
dc.contributor.institutionauthorBİLGİLİ, Mehmet Sinan
dc.date.accessioned2026-06-27T13:14:22Z
dc.date.issued2011
dc.description.abstractOne-dimensional (1D) advection-dispersion transport modeling was conducted as a conceptual approach for the estimation of the transport parameters of fourteen different phenolic compounds (phenol, 2-CP, 2-MP, 3-MP, 4-MP, 2-NP, 4-NP, 2,4-DNP, 2,4-DCP, 2,6-DCP, 2,4,5-TCP, 2,4,6-TCP, 2,3,4,6-TeCP, PCP) and three different inorganic contaminants (Cu, Zn, Fe) migrating downward through the several liner systems. Four identical pilot-scale landfill reactors (0.25 m(3)) with different composite liners (R1: 0.10 + 0.10 m of compacted clay liner (CCL), L-c = 0.20 m, k(e) = 1 x 10(-8) m/s, R2: 0.002-m-thick damaged high-density polyethylene (HOPE) geomembrane overlying 0.10 + 0.10 m of CCL, L-e = 0.20 m, K-e = 1 x 10(-8) m/s, R3: 0.002-m-thick damaged HDPE geomembrane overlying a 0.02-m-thick bentonite layer encapsulated between 0.10 + 0.10 m CCL, L-e = 0.22 m, k(e) = 1 x 10(-8) m/s, R4: 0.002-m-thick damaged HOPE geomembrane overlying a 0.02-m-thick zeolite layer encapsulated between 0.10 + 0.10 m CCL, L-e = 0.22 m, k(e) = 4.24 x 10(-7) m/s) were simultaneously run for a period of about 540 days to investigate the nature of diffusive and advective transport of the selected organic and inorganic contaminants. The results of 1D transport model showed that the highest molecular diffusion coefficients, ranging from 4.77 x 10(-10) to 10.67 x 10(-10) m(2)/s, were estimated for phenol (R4), 2-MP (R1), 2,4-DNP (R2), 2,4-DCP (R1), 2,6-DCP (R2), 2,4,5-TCP (R2) and 2,3,4,6-TeCP (R1). For all reactors, dispersion coefficients of Cu, ranging from 3.47 x 10(-6) m(2)/s to 5.37 x 10(-2) m(2)/s, was determined to be higher than others obtained for Zn and Fe. Average molecular diffusion coefficients of phenolic compounds were estimated to be about 5.64 x 10(-10) m(2)/s, 5.37 x 10(-10) m(2)/s, 2.69 x 10(-10) m(2)/s and 3.29 x 10(-10) m(2)/s for R1, R2, R3 and R4 systems, respectively. The findings of this study clearly indicated that about 35-50% of transport of phenolic compounds to the groundwater is believed to be prevented with the use of zeolite and bentonite materials in landfill liner systems. (C) 2011 Elsevier Ltd. All rights reserved.en
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK-CAYDAG) Ankara, Turkey [105Y334]
dc.description.urihttps://doi.org/10.1016/j.wasman.2011.06.005
dc.identifier.doi10.1016/j.wasman.2011.06.005
dc.identifier.endpage2274
dc.identifier.issn0956-053X
dc.identifier.issue11
dc.identifier.pubmed21745733
dc.identifier.startpage2263
dc.identifier.urihttps://hdl.handle.net/20.500.14981/50904
dc.identifier.volume31
dc.identifier.wos000295489400009
dc.language.isoeng
dc.publisherPERGAMON-ELSEVIER SCIENCE LTD
dc.relation.ispartofWASTE MANAGEMENT
dc.subjectLeachate
dc.subjectContaminant transport
dc.subjectGeomembrane
dc.subjectPhenolic compounds
dc.subjectInorganic contaminants
dc.subject1D model
dc.subjectORGANIC-COMPOUNDS
dc.subjectGROUNDWATER QUALITY
dc.subjectLIQUID MIGRATION
dc.subjectVOC TRANSPORT
dc.subjectDIFFUSION
dc.subjectGEOMEMBRANES
dc.subjectPERFORMANCE
dc.subjectLEAKAGE
dc.subjectCOEFFICIENTS
dc.subjectEngineering
dc.subjectEnvironmental Sciences & Ecology
dc.titleEstimation of transport parameters of phenolic compounds and inorganic contaminants through composite landfill liners using one-dimensional mass transport model
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

Files

Collections