Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production
Sites contaminated by Dense Non-Aqueous Liquid Phases (DNAPLs) containing chlorinated compounds are a ubiquitous problem caused by spills or the dumping of wastes with no concern for the environment. Their migration by gravity through the subsurface and their accumulation far below ground level make...
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doaj-cf6f97b8bfde4063a710c3d71ec9f2442020-11-25T02:18:26ZengElsevierHeliyon2405-84402019-11-01511e02875Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane productionAurora Santos0Carmen M. Domínguez1David Lorenzo2Raul García-Cervilla3Miguel A. Lominchar4Jesús Fernández5Jorge Gómez6Joaquín Guadaño7Chemical Engineering and Materials Department, Complutense University of Madrid, Spain; Corresponding author.Chemical Engineering and Materials Department, Complutense University of Madrid, SpainChemical Engineering and Materials Department, Complutense University of Madrid, SpainChemical Engineering and Materials Department, Complutense University of Madrid, SpainChemical Engineering and Materials Department, Complutense University of Madrid, SpainDepartment of Rural Development and Sustainability, Government of Aragon, SpainEMGRISA, Empresa Para La Gestión de Residuos Industriales, S.A., S.M.P,. M.P., Madrid, SpainEMGRISA, Empresa Para La Gestión de Residuos Industriales, S.A., S.M.P,. M.P., Madrid, SpainSites contaminated by Dense Non-Aqueous Liquid Phases (DNAPLs) containing chlorinated compounds are a ubiquitous problem caused by spills or the dumping of wastes with no concern for the environment. Their migration by gravity through the subsurface and their accumulation far below ground level make in-situ treatments the most appropriate remediation technologies. In this work, an aqueous solution containing a non-ionic and biodegradable surfactant was injected in the Sardas alluvial layer contaminated at some points with DNAPL (formed by a mixture of more than 28 chlorinated compounds) from lindane production. A volume of 5.28 m3 of an aqueous surfactant emulsion (13 g L−1) was injected at 14.5 m b g.l in the permeable layer (gravel-sand), at a flow rate of 0.6 m3 h−1 and the groundwater was monitored within a test cell (3.5 m radius) built ad hoc. The flow of the injected fluids in the subsurface was also evaluated using a conservative tracer, bromide (130 mg L−1), added to the surfactant solution. Concentration of contaminants, chloride, bromide and surfactant, surface tension and conductivity were measured at the injection point and at three monitoring points over time. High radial dispersion was noticed resulting in high dilution of the injected fluids. The surfactant was not adsorbed in the soil during the injection time, the adsorption of the surfactant took place in the meantime (15 h) between its injection and the groundwater (GW) extraction. The concentration of chlorinated compounds dissolved from the soil in the surfactant aqueous phase when equilibrium was reached (about 850 mg L−1) is related to the moderate average contamination of the soil in the test cell (about 1230 mg kg−1). In contrast, the extraction of the free DNAPL in the altered marls layer was highly enhanced due to the addition of the surfactant. Finally, it was found that the surfactant and the contamination did not migrate from the capture zone.http://www.sciencedirect.com/science/article/pii/S240584401936534XChemical engineeringEnvironmental chemical engineeringSoil pollutionEnvironmental pollutionContaminant transportLindane wastes |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Aurora Santos Carmen M. Domínguez David Lorenzo Raul García-Cervilla Miguel A. Lominchar Jesús Fernández Jorge Gómez Joaquín Guadaño |
spellingShingle |
Aurora Santos Carmen M. Domínguez David Lorenzo Raul García-Cervilla Miguel A. Lominchar Jesús Fernández Jorge Gómez Joaquín Guadaño Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production Heliyon Chemical engineering Environmental chemical engineering Soil pollution Environmental pollution Contaminant transport Lindane wastes |
author_facet |
Aurora Santos Carmen M. Domínguez David Lorenzo Raul García-Cervilla Miguel A. Lominchar Jesús Fernández Jorge Gómez Joaquín Guadaño |
author_sort |
Aurora Santos |
title |
Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production |
title_short |
Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production |
title_full |
Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production |
title_fullStr |
Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production |
title_full_unstemmed |
Soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production |
title_sort |
soil flushing pilot test in a landfill polluted with liquid organic wastes from lindane production |
publisher |
Elsevier |
series |
Heliyon |
issn |
2405-8440 |
publishDate |
2019-11-01 |
description |
Sites contaminated by Dense Non-Aqueous Liquid Phases (DNAPLs) containing chlorinated compounds are a ubiquitous problem caused by spills or the dumping of wastes with no concern for the environment. Their migration by gravity through the subsurface and their accumulation far below ground level make in-situ treatments the most appropriate remediation technologies. In this work, an aqueous solution containing a non-ionic and biodegradable surfactant was injected in the Sardas alluvial layer contaminated at some points with DNAPL (formed by a mixture of more than 28 chlorinated compounds) from lindane production. A volume of 5.28 m3 of an aqueous surfactant emulsion (13 g L−1) was injected at 14.5 m b g.l in the permeable layer (gravel-sand), at a flow rate of 0.6 m3 h−1 and the groundwater was monitored within a test cell (3.5 m radius) built ad hoc. The flow of the injected fluids in the subsurface was also evaluated using a conservative tracer, bromide (130 mg L−1), added to the surfactant solution. Concentration of contaminants, chloride, bromide and surfactant, surface tension and conductivity were measured at the injection point and at three monitoring points over time. High radial dispersion was noticed resulting in high dilution of the injected fluids. The surfactant was not adsorbed in the soil during the injection time, the adsorption of the surfactant took place in the meantime (15 h) between its injection and the groundwater (GW) extraction. The concentration of chlorinated compounds dissolved from the soil in the surfactant aqueous phase when equilibrium was reached (about 850 mg L−1) is related to the moderate average contamination of the soil in the test cell (about 1230 mg kg−1). In contrast, the extraction of the free DNAPL in the altered marls layer was highly enhanced due to the addition of the surfactant. Finally, it was found that the surfactant and the contamination did not migrate from the capture zone. |
topic |
Chemical engineering Environmental chemical engineering Soil pollution Environmental pollution Contaminant transport Lindane wastes |
url |
http://www.sciencedirect.com/science/article/pii/S240584401936534X |
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