Determination of transport parameters for heavy metal in residual compacted soil using two methodologies
Autor(a) principal: | |
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Data de Publicação: | 2006 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | LOCUS Repositório Institucional da UFV |
Texto Completo: | http://dx.doi.org/10.1139/L06-038 http://www.locus.ufv.br/handle/123456789/23588 |
Resumo: | Values of the hydrodynamic dispersion coefficient and retardation factor obtained using the traditional and cumulative mass methods of column test analysis for zinc, manganese, and cadmium in a compacted soil are compared. The soil under study is from the B horizon of a residual gneissic tropical soil used for construction of the liner for the sanitary landfill in the District of Visconde do Rio Branco, Minas Gerais (MG), Brazil. To evaluate the behavior of landfill leachate heavy metals through the soil, soil column tests were performed on samples of compacted soil. A computational program that uses an optimization procedure to generate values of the hydrodynamic dispersion coefficient and retardation factor was developed to facilitate interpretation of the results obtained by the cumulative mass method. Values of the retardation factor and hydrodynamic dispersion coefficient were not influenced by the method of determination, even when a reduced number of effluent samples was used by the cumulative mass method. The use of the cumulative mass method, based on a reduced number of pore volumes, reduces the time and cost involved in the tests. |
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Azevedo, Izabel Christina DuarteNascentes, Cleidimar RejaneMatos, Antonio Teixeira deAzevedo, Roberto Francisco de2019-02-18T20:43:28Z2019-02-18T20:43:28Z200612086029http://dx.doi.org/10.1139/L06-038http://www.locus.ufv.br/handle/123456789/23588Values of the hydrodynamic dispersion coefficient and retardation factor obtained using the traditional and cumulative mass methods of column test analysis for zinc, manganese, and cadmium in a compacted soil are compared. The soil under study is from the B horizon of a residual gneissic tropical soil used for construction of the liner for the sanitary landfill in the District of Visconde do Rio Branco, Minas Gerais (MG), Brazil. To evaluate the behavior of landfill leachate heavy metals through the soil, soil column tests were performed on samples of compacted soil. A computational program that uses an optimization procedure to generate values of the hydrodynamic dispersion coefficient and retardation factor was developed to facilitate interpretation of the results obtained by the cumulative mass method. Values of the retardation factor and hydrodynamic dispersion coefficient were not influenced by the method of determination, even when a reduced number of effluent samples was used by the cumulative mass method. The use of the cumulative mass method, based on a reduced number of pore volumes, reduces the time and cost involved in the tests.Le coefficient de dispersion hydrodynamique et les valeurs [R.sub.f], obtenus par les methodes de masse cumulative et traditionnelle de l'analyse des essais en colonne, pour le zinc, le manganese et le cadmium dans un sol compacte ont ete compares. Le sol a l'etude provient de l'horizon B d'un sol tropical gneissique residuel. Ce sol est utilize pour revetir un site d'enfouissement sanitaire a Visconde do Rio Branco, MG, Bresil. Afin d'evaluer le comportement du lixiviat de metaux lourds du site dans le sol, des essais en colonne de sol ont ete realises avec des echantillons de sol compacte. Un programme de calcul utilisant une procedure d'optimisation pour generer le coefficient de dispersion hydrodynamique et les valeurs [R.sub.f] a ete developpe afin de faciliter l'interpretation des resultats obtenus par la methode de masse cumulative. La methode de determination n'a pas influence les valeurs [R.sub.f] et du coefficient de dispersion hydrodynamique meme lorsque la methode de la masse cumulative n'utilisait qu'un nombre reduit d'echantillons de l'effluent. L'utilisation de la methode de la masse cumulative, basee sur un nombre reduit de volume de pores, a reduit le temps et les couts impliques dans les essais.engCanadian Journal of Civil EngineeringVolume 33, Number 7, Pages, 912- 917, 20062006 NRC Canadainfo:eu-repo/semantics/openAccessHeavy metalsColumn testCumulative mass methodMetaux lourdsEssai en colonneMethode de la masse cumulativeDetermination of transport parameters for heavy metal in residual compacted soil using two methodologiesinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfreponame:LOCUS Repositório Institucional da UFVinstname:Universidade Federal de Viçosa (UFV)instacron:UFVORIGINALartigo.pdfartigo.pdftexto completoapplication/pdf2374167https://locus.ufv.br//bitstream/123456789/23588/1/artigo.pdf0bee51b69732c07d65cdef26ba14607bMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://locus.ufv.br//bitstream/123456789/23588/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD52123456789/235882019-02-18 17:48:22.656oai:locus.ufv.br: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Repositório InstitucionalPUBhttps://www.locus.ufv.br/oai/requestfabiojreis@ufv.bropendoar:21452019-02-18T20:48:22LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)false |
dc.title.en.fl_str_mv |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies |
title |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies |
spellingShingle |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies Azevedo, Izabel Christina Duarte Heavy metals Column test Cumulative mass method Metaux lourds Essai en colonne Methode de la masse cumulative |
title_short |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies |
title_full |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies |
title_fullStr |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies |
title_full_unstemmed |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies |
title_sort |
Determination of transport parameters for heavy metal in residual compacted soil using two methodologies |
author |
Azevedo, Izabel Christina Duarte |
author_facet |
Azevedo, Izabel Christina Duarte Nascentes, Cleidimar Rejane Matos, Antonio Teixeira de Azevedo, Roberto Francisco de |
author_role |
author |
author2 |
Nascentes, Cleidimar Rejane Matos, Antonio Teixeira de Azevedo, Roberto Francisco de |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Azevedo, Izabel Christina Duarte Nascentes, Cleidimar Rejane Matos, Antonio Teixeira de Azevedo, Roberto Francisco de |
dc.subject.pt-BR.fl_str_mv |
Heavy metals Column test Cumulative mass method Metaux lourds Essai en colonne Methode de la masse cumulative |
topic |
Heavy metals Column test Cumulative mass method Metaux lourds Essai en colonne Methode de la masse cumulative |
description |
Values of the hydrodynamic dispersion coefficient and retardation factor obtained using the traditional and cumulative mass methods of column test analysis for zinc, manganese, and cadmium in a compacted soil are compared. The soil under study is from the B horizon of a residual gneissic tropical soil used for construction of the liner for the sanitary landfill in the District of Visconde do Rio Branco, Minas Gerais (MG), Brazil. To evaluate the behavior of landfill leachate heavy metals through the soil, soil column tests were performed on samples of compacted soil. A computational program that uses an optimization procedure to generate values of the hydrodynamic dispersion coefficient and retardation factor was developed to facilitate interpretation of the results obtained by the cumulative mass method. Values of the retardation factor and hydrodynamic dispersion coefficient were not influenced by the method of determination, even when a reduced number of effluent samples was used by the cumulative mass method. The use of the cumulative mass method, based on a reduced number of pore volumes, reduces the time and cost involved in the tests. |
publishDate |
2006 |
dc.date.issued.fl_str_mv |
2006 |
dc.date.accessioned.fl_str_mv |
2019-02-18T20:43:28Z |
dc.date.available.fl_str_mv |
2019-02-18T20:43:28Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://dx.doi.org/10.1139/L06-038 http://www.locus.ufv.br/handle/123456789/23588 |
dc.identifier.issn.none.fl_str_mv |
12086029 |
identifier_str_mv |
12086029 |
url |
http://dx.doi.org/10.1139/L06-038 http://www.locus.ufv.br/handle/123456789/23588 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.ispartofseries.pt-BR.fl_str_mv |
Volume 33, Number 7, Pages, 912- 917, 2006 |
dc.rights.driver.fl_str_mv |
2006 NRC Canada info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
2006 NRC Canada |
eu_rights_str_mv |
openAccess |
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application/pdf |
dc.publisher.none.fl_str_mv |
Canadian Journal of Civil Engineering |
publisher.none.fl_str_mv |
Canadian Journal of Civil Engineering |
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reponame:LOCUS Repositório Institucional da UFV instname:Universidade Federal de Viçosa (UFV) instacron:UFV |
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