Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)

Detalhes bibliográficos
Ano de defesa: 2016
Autor(a) principal: Rios, Daiane do Carmo lattes
Orientador(a): S?o Mateus, Maria do Socorro Costa
Banca de defesa: Não Informado pela instituição
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Estadual de Feira de Santana
Programa de Pós-Graduação: Mestrado em Engenharia Civil e Ambiental
Departamento: DEPARTAMENTO DE CI?NCIAS EXATAS
País: Brasil
Palavras-chave em Português:
Balan?o h?drico
Camada de cobertura final
Aterro sanit?rio
Res?duo da constru??o civil
Palavras-chave em Inglês:
Water balance
Final cover layer
Landfill
Construction civil waste
Área do conhecimento CNPq:
SANEAMENTO AMBIENTAL::CONTROLE DA POLUICAO
Link de acesso: http://localhost:8080/tede/handle/tede/473
Resumo: The water balance is an important aspect on development of a landfill project, and the choice of material for the cover layer will influence the generation of percolated liquids. Considering the composition and characteristics of cover layers, it becomes necessary the conventional material substitution. Therefore, this study compared the construction civil waste (CCW) to the soil from the university campus - UEFS in Feira de Santana/BA as used in evapotranspiration cover layer for landfill, using the water balance models Fenn et al. (1975) and S?o Mateus et al. (2012). The results showed that both materials have the same behavior for the Fenn et al. (1975) method, where the CCW generates less liquid than MSW to the ground. By the method of S?o Mateus et al. (2012), the CCW and the soil allow the passage of water to the MSW in different behaviors, and the soil promoted greater liquid infiltration, about 95.5% higher than the CCW. When the methods were compared, S?o Mateus et al. (2012) presented higher water infiltration to the MSW in the simulation with the soil, in relation to the method of Fenn et al. (1975), and smaller with the CCW, this occurs due to the distinction of the input parameters for the materials, highlighting the influence of the permeability coefficient in the water balance.
id UEFS_3874fec9e43c5e98e3eaf1249a7cece9
oai_identifier_str oai:tede2.uefs.br:8080:tede/473
network_acronym_str UEFS
network_name_str Biblioteca Digital de Teses e Dissertações da UEFS
repository_id_str
spelling S?o Mateus, Maria do Socorro Costa3614551350004729329503http://lattes.cnpq.br/5937194312429465Rios, Daiane do Carmo2017-07-12T01:22:06Z2016-09-14RIOS, Daiane do Carmo. Aplica??o de dois modelos de balan?o h?drico para estudo de Camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da constru??o civil (RCC). 2016. 138 f. Disserta??o (Mestrado em Engenharia Civil e Ambiental)- Universidade Estadual de Feira de Santana, Feira de Santana, 2016.http://localhost:8080/tede/handle/tede/473The water balance is an important aspect on development of a landfill project, and the choice of material for the cover layer will influence the generation of percolated liquids. Considering the composition and characteristics of cover layers, it becomes necessary the conventional material substitution. Therefore, this study compared the construction civil waste (CCW) to the soil from the university campus - UEFS in Feira de Santana/BA as used in evapotranspiration cover layer for landfill, using the water balance models Fenn et al. (1975) and S?o Mateus et al. (2012). The results showed that both materials have the same behavior for the Fenn et al. (1975) method, where the CCW generates less liquid than MSW to the ground. By the method of S?o Mateus et al. (2012), the CCW and the soil allow the passage of water to the MSW in different behaviors, and the soil promoted greater liquid infiltration, about 95.5% higher than the CCW. When the methods were compared, S?o Mateus et al. (2012) presented higher water infiltration to the MSW in the simulation with the soil, in relation to the method of Fenn et al. (1975), and smaller with the CCW, this occurs due to the distinction of the input parameters for the materials, highlighting the influence of the permeability coefficient in the water balance.O balan?o h?drico ? parte importante no processo de elabora??o de um projeto de aterro sanit?rio, visto que a escolha do material para a camada de cobertura influenciar? na gera??o de l?quidos percolados. Tendo em vista a necessidade da utiliza??o de materiais para a composi??o das diversas camadas dos sistemas de cobertura, torna-se indispens?vel o estudo de materiais alternativos para a substitui??o dos materiais usados originalmente. Para tanto, este trabalho comparou o res?duo da constru??o civil (RCC) com o solo do campus universit?rio da UEFS em Feira de Santana/BA utilizados como camada de cobertura para aterro sanit?rio, utilizando os modelos de balan?o h?drico de Fenn et al. (1975) e S?o Mateus et al. (2012). Os resultados mostraram que, pelo m?todo de Fenn et al. (1975), ambos os materiais possuem comportamento semelhante, sendo que o RCC infiltrou menor quantidade de ?gua para o res?duo s?lido urbano (RSU) do que o solo. Pelo m?todo de S?o Mateus et al. (2012), o RCC e o solo permitem a passagem de ?gua para o RSU em comportamentos distintos, sendo que o solo promoveu maior infiltra??o de l?quidos, cerca de 95,5% maior do que o RCC. Quando comparados os m?todos, S?o Mateus et al. (2012) apresentou maior infiltra??o de ?gua para o RSU na simula??o com o solo, com rela??o ao m?todo de Fenn et al. (1975), e menor com o RCC, isto ocorre devido ? distin??o dos par?metros de entrada para os materiais, destacando-se a influ?ncia do coeficiente de permeabilidade no balan?o h?drico.Submitted by Ricardo Cedraz Duque Moliterno (ricardo.moliterno@uefs.br) on 2017-07-12T01:22:06Z No. of bitstreams: 1 Disserta??o Daiane do Carmo.pdf: 4697687 bytes, checksum: a37b7f9d37bd854f2fb6862074c46fd4 (MD5)Made available in DSpace on 2017-07-12T01:22:06Z (GMT). No. of bitstreams: 1 Disserta??o Daiane do Carmo.pdf: 4697687 bytes, checksum: a37b7f9d37bd854f2fb6862074c46fd4 (MD5) Previous issue date: 2016-09-14Funda??o de Amparo ? Pesquisa do Estado da Bahia - FAPEBapplication/pdfporUniversidade Estadual de Feira de SantanaMestrado em Engenharia Civil e AmbientalUEFSBrasilDEPARTAMENTO DE CI?NCIAS EXATASBalan?o h?dricoCamada de cobertura finalAterro sanit?rioRes?duo da constru??o civilWater balanceFinal cover layerLandfillConstruction civil wasteSANEAMENTO AMBIENTAL::CONTROLE DA POLUICAOAplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis-1930936678452160642600600600600-5486832816611506211-5097413046757708096-8233071094704392586info:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações da UEFSinstname:Universidade Estadual de Feira de Santana (UEFS)instacron:UEFSORIGINALDisserta??o Daiane do Carmo.pdfDisserta??o Daiane do Carmo.pdfapplication/pdf4697687http://tede2.uefs.br:8080/bitstream/tede/473/2/Disserta%C3%A7%C3%A3o+Daiane+do+Carmo.pdfa37b7f9d37bd854f2fb6862074c46fd4MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-82089http://tede2.uefs.br:8080/bitstream/tede/473/1/license.txt7b5ba3d2445355f386edab96125d42b7MD51tede/4732023-01-27 09:41:25.967oai:tede2.uefs.br:8080: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Biblioteca Digital de Teses e Dissertaçõeshttp://tede2.uefs.br:8080/PUBhttp://tede2.uefs.br:8080/oai/requestbcuefs@uefs.br|| bcref@uefs.br||bcuefs@uefs.bropendoar:2023-01-27T12:41:25Biblioteca Digital de Teses e Dissertações da UEFS - Universidade Estadual de Feira de Santana (UEFS)false
dc.title.por.fl_str_mv Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
title Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
spellingShingle Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
Rios, Daiane do Carmo
Balan?o h?drico
Camada de cobertura final
Aterro sanit?rio
Res?duo da constru??o civil
Water balance
Final cover layer
Landfill
Construction civil waste
SANEAMENTO AMBIENTAL::CONTROLE DA POLUICAO
title_short Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
title_full Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
title_fullStr Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
title_full_unstemmed Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
title_sort Aplica??o de dois modelos de balan?o h?drico para estudo de camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da Constru??o Civil (RCC)
author Rios, Daiane do Carmo
author_facet Rios, Daiane do Carmo
author_role author
dc.contributor.advisor1.fl_str_mv S?o Mateus, Maria do Socorro Costa
dc.contributor.advisor1ID.fl_str_mv 36145513500
dc.contributor.authorID.fl_str_mv 04729329503
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/5937194312429465
dc.contributor.author.fl_str_mv Rios, Daiane do Carmo
contributor_str_mv S?o Mateus, Maria do Socorro Costa
dc.subject.por.fl_str_mv Balan?o h?drico
Camada de cobertura final
Aterro sanit?rio
Res?duo da constru??o civil
topic Balan?o h?drico
Camada de cobertura final
Aterro sanit?rio
Res?duo da constru??o civil
Water balance
Final cover layer
Landfill
Construction civil waste
SANEAMENTO AMBIENTAL::CONTROLE DA POLUICAO
dc.subject.eng.fl_str_mv Water balance
Final cover layer
Landfill
Construction civil waste
dc.subject.cnpq.fl_str_mv SANEAMENTO AMBIENTAL::CONTROLE DA POLUICAO
description The water balance is an important aspect on development of a landfill project, and the choice of material for the cover layer will influence the generation of percolated liquids. Considering the composition and characteristics of cover layers, it becomes necessary the conventional material substitution. Therefore, this study compared the construction civil waste (CCW) to the soil from the university campus - UEFS in Feira de Santana/BA as used in evapotranspiration cover layer for landfill, using the water balance models Fenn et al. (1975) and S?o Mateus et al. (2012). The results showed that both materials have the same behavior for the Fenn et al. (1975) method, where the CCW generates less liquid than MSW to the ground. By the method of S?o Mateus et al. (2012), the CCW and the soil allow the passage of water to the MSW in different behaviors, and the soil promoted greater liquid infiltration, about 95.5% higher than the CCW. When the methods were compared, S?o Mateus et al. (2012) presented higher water infiltration to the MSW in the simulation with the soil, in relation to the method of Fenn et al. (1975), and smaller with the CCW, this occurs due to the distinction of the input parameters for the materials, highlighting the influence of the permeability coefficient in the water balance.
publishDate 2016
dc.date.issued.fl_str_mv 2016-09-14
dc.date.accessioned.fl_str_mv 2017-07-12T01:22:06Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.citation.fl_str_mv RIOS, Daiane do Carmo. Aplica??o de dois modelos de balan?o h?drico para estudo de Camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da constru??o civil (RCC). 2016. 138 f. Disserta??o (Mestrado em Engenharia Civil e Ambiental)- Universidade Estadual de Feira de Santana, Feira de Santana, 2016.
dc.identifier.uri.fl_str_mv http://localhost:8080/tede/handle/tede/473
identifier_str_mv RIOS, Daiane do Carmo. Aplica??o de dois modelos de balan?o h?drico para estudo de Camada de cobertura de aterro sanit?rio utilizando solo e Res?duo da constru??o civil (RCC). 2016. 138 f. Disserta??o (Mestrado em Engenharia Civil e Ambiental)- Universidade Estadual de Feira de Santana, Feira de Santana, 2016.
url http://localhost:8080/tede/handle/tede/473
dc.language.iso.fl_str_mv por
language por
dc.relation.program.fl_str_mv -1930936678452160642
dc.relation.confidence.fl_str_mv 600
600
600
600
dc.relation.department.fl_str_mv -5486832816611506211
dc.relation.cnpq.fl_str_mv -5097413046757708096
dc.relation.sponsorship.fl_str_mv -8233071094704392586
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Estadual de Feira de Santana
dc.publisher.program.fl_str_mv Mestrado em Engenharia Civil e Ambiental
dc.publisher.initials.fl_str_mv UEFS
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv DEPARTAMENTO DE CI?NCIAS EXATAS
publisher.none.fl_str_mv Universidade Estadual de Feira de Santana
dc.source.none.fl_str_mv reponame:Biblioteca Digital de Teses e Dissertações da UEFS
instname:Universidade Estadual de Feira de Santana (UEFS)
instacron:UEFS
instname_str Universidade Estadual de Feira de Santana (UEFS)
instacron_str UEFS
institution UEFS
reponame_str Biblioteca Digital de Teses e Dissertações da UEFS
collection Biblioteca Digital de Teses e Dissertações da UEFS
bitstream.url.fl_str_mv http://tede2.uefs.br:8080/bitstream/tede/473/2/Disserta%C3%A7%C3%A3o+Daiane+do+Carmo.pdf
http://tede2.uefs.br:8080/bitstream/tede/473/1/license.txt
bitstream.checksum.fl_str_mv a37b7f9d37bd854f2fb6862074c46fd4
7b5ba3d2445355f386edab96125d42b7
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
repository.name.fl_str_mv Biblioteca Digital de Teses e Dissertações da UEFS - Universidade Estadual de Feira de Santana (UEFS)
repository.mail.fl_str_mv bcuefs@uefs.br|| bcref@uefs.br||bcuefs@uefs.br
_version_ 1796793633948565504

Registros relacionados