Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests
Autor(a) principal: | |
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Data de Publicação: | 2013 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.14393/19834071.2013.17354 http://hdl.handle.net/11449/228464 |
Resumo: | A contaminant plume due to leachate infiltration was found in the solid waste landfill from Bauru, SP. The soil hydraulic conductivity (K) is an important parameter to understand the moving of this plume. This paper intends to show representative K values for the soils that occur in the vicinity of this landfill determined by field and laboratory tests. There are four soil types in the area: colluvium, alluvium, sandstone residual soil and the sandstone. Laboratory tests were performed using constant and variable head in rigid and flexible wall permeameters. Slug tests and hydraulic conductivity tests with the Guelph permeameter were also carried out in situ in the area. Representative K values of 3.7x10-7 m/s for the saturated zone and 2.4x10-8 m/s for the unsaturated zone were determined for the residual soil. A K value of 5.3x10-5 m/s was obtained for the colluvium soil. A great variation of K with depth was observed for the alluvium and the assumed average values for the saturated zone were 7.9x10-7 m/s and 1.1x10-4 m/s for the unsaturated surficial layer. An average K value of 3.3x10-8 m/s was determined in laboratory for the sandstone and it was assumed representative for this material. |
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Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory testsInvestigação da condutividade hidráulica dos solos de uma área de aterro de resíduos sólidos urbanos por meio de ensaios de campo e laboratórioGeo-environmental investigationHydraulic conductivitySolid waste landfillTropical soilsA contaminant plume due to leachate infiltration was found in the solid waste landfill from Bauru, SP. The soil hydraulic conductivity (K) is an important parameter to understand the moving of this plume. This paper intends to show representative K values for the soils that occur in the vicinity of this landfill determined by field and laboratory tests. There are four soil types in the area: colluvium, alluvium, sandstone residual soil and the sandstone. Laboratory tests were performed using constant and variable head in rigid and flexible wall permeameters. Slug tests and hydraulic conductivity tests with the Guelph permeameter were also carried out in situ in the area. Representative K values of 3.7x10-7 m/s for the saturated zone and 2.4x10-8 m/s for the unsaturated zone were determined for the residual soil. A K value of 5.3x10-5 m/s was obtained for the colluvium soil. A great variation of K with depth was observed for the alluvium and the assumed average values for the saturated zone were 7.9x10-7 m/s and 1.1x10-4 m/s for the unsaturated surficial layer. An average K value of 3.3x10-8 m/s was determined in laboratory for the sandstone and it was assumed representative for this material.East Midlands Development AgencyFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Universidade Estadual Paulista Faculdade de Engenharia de Bauru Depto. de Engenharia Civil Av., Eng. Luiz Edmundo Carrijo Coube 14-01Universidade Estadual Paulista Faculdade de Engenharia de Bauru Depto. de Engenharia Civil Av., Eng. Luiz Edmundo Carrijo Coube 14-01FAPESP: 2009/12764-0Universidade Estadual Paulista (UNESP)De Jesus, Lucas Scarpanti [UNESP]Fernandes, Jeferson Brito [UNESP]Giacheti, Heraldo Luiz [UNESP]2022-04-29T08:26:53Z2022-04-29T08:26:53Z2013-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article21-28http://dx.doi.org/10.14393/19834071.2013.17354Ciencia y Engenharia/ Science and Engineering Journal, v. 22, n. 1, p. 21-28, 2013.1983-40710103-944Xhttp://hdl.handle.net/11449/22846410.14393/19834071.2013.173542-s2.0-85037557340Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporCiencia y Engenharia/ Science and Engineering Journalinfo:eu-repo/semantics/openAccess2024-06-28T12:56:51Zoai:repositorio.unesp.br:11449/228464Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestrepositoriounesp@unesp.bropendoar:29462024-06-28T12:56:51Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests Investigação da condutividade hidráulica dos solos de uma área de aterro de resíduos sólidos urbanos por meio de ensaios de campo e laboratório |
title |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests |
spellingShingle |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests De Jesus, Lucas Scarpanti [UNESP] Geo-environmental investigation Hydraulic conductivity Solid waste landfill Tropical soils |
title_short |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests |
title_full |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests |
title_fullStr |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests |
title_full_unstemmed |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests |
title_sort |
Investigation of the hydraulic conductivity of soils in an area of municipal solid waste landfill through field and laboratory tests |
author |
De Jesus, Lucas Scarpanti [UNESP] |
author_facet |
De Jesus, Lucas Scarpanti [UNESP] Fernandes, Jeferson Brito [UNESP] Giacheti, Heraldo Luiz [UNESP] |
author_role |
author |
author2 |
Fernandes, Jeferson Brito [UNESP] Giacheti, Heraldo Luiz [UNESP] |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (UNESP) |
dc.contributor.author.fl_str_mv |
De Jesus, Lucas Scarpanti [UNESP] Fernandes, Jeferson Brito [UNESP] Giacheti, Heraldo Luiz [UNESP] |
dc.subject.por.fl_str_mv |
Geo-environmental investigation Hydraulic conductivity Solid waste landfill Tropical soils |
topic |
Geo-environmental investigation Hydraulic conductivity Solid waste landfill Tropical soils |
description |
A contaminant plume due to leachate infiltration was found in the solid waste landfill from Bauru, SP. The soil hydraulic conductivity (K) is an important parameter to understand the moving of this plume. This paper intends to show representative K values for the soils that occur in the vicinity of this landfill determined by field and laboratory tests. There are four soil types in the area: colluvium, alluvium, sandstone residual soil and the sandstone. Laboratory tests were performed using constant and variable head in rigid and flexible wall permeameters. Slug tests and hydraulic conductivity tests with the Guelph permeameter were also carried out in situ in the area. Representative K values of 3.7x10-7 m/s for the saturated zone and 2.4x10-8 m/s for the unsaturated zone were determined for the residual soil. A K value of 5.3x10-5 m/s was obtained for the colluvium soil. A great variation of K with depth was observed for the alluvium and the assumed average values for the saturated zone were 7.9x10-7 m/s and 1.1x10-4 m/s for the unsaturated surficial layer. An average K value of 3.3x10-8 m/s was determined in laboratory for the sandstone and it was assumed representative for this material. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-01-01 2022-04-29T08:26:53Z 2022-04-29T08:26:53Z |
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/10.14393/19834071.2013.17354 Ciencia y Engenharia/ Science and Engineering Journal, v. 22, n. 1, p. 21-28, 2013. 1983-4071 0103-944X http://hdl.handle.net/11449/228464 10.14393/19834071.2013.17354 2-s2.0-85037557340 |
url |
http://dx.doi.org/10.14393/19834071.2013.17354 http://hdl.handle.net/11449/228464 |
identifier_str_mv |
Ciencia y Engenharia/ Science and Engineering Journal, v. 22, n. 1, p. 21-28, 2013. 1983-4071 0103-944X 10.14393/19834071.2013.17354 2-s2.0-85037557340 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
Ciencia y Engenharia/ Science and Engineering Journal |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
21-28 |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
repositoriounesp@unesp.br |
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1826304644636213248 |