Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana

Detalhes bibliográficos
Ano de defesa: 2003
Autor(a) principal: Carvalho, Kerllen Saldanha de lattes
Orientador(a): Paiva, Joao Batista Dias de lattes
Banca de defesa: Eltz, Flávio Luiz Foletto, Castro, Nilza Maria dos Reis
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Federal de Santa Maria
Centro de Tecnologia
Programa de Pós-Graduação: Programa de Pós-Graduação em Engenharia Civil
Departamento: Engenharia Civil
País: Brasil
Palavras-chave em Português:
Área do conhecimento CNPq:
Link de acesso: http://repositorio.ufsm.br/handle/1/26631
Resumo: The watershed studied is sub-basin of the watershed of the arroyo Vacacaí Small, in Santa Maria, situated in the High place of the Hill, with coordinated 53°43’41” and 53°44’06” of west longitude and 29°38’47” and 29°39’10” of south latitude, and drainage area of 1,36 km 2. The goals of this work were evaluate the sediments production, starting from discharges mensurations and sediment discharge; evaluate the application of the Universal Equation of Losses of Modified Soil (MUSLE); find a relation between sediments discharge in suspension, obtained with samplers ANA and AMS – 1, and the discharge; find a relation between sediment discharge obtained with sampler of sediments in suspension AMS - 1 and sampler automatic of ascendancy level ANA and to meet a relation between sediments concentration in suspension and the turbidity. For the field measures was built a flume measuring of plan fund, where we setuped the mensuration equipment of the level d’water, and Sampler of Ascending Level (ANA), who water mixture samples collectionsediment. It was built yet, a bridge hidrométrica, for the water mixture collections- sediment with sampler AMS –1 and use of the speed sensor for the mensuration of the speed of the flow. It was obtained a good answer for the evaluation of the sediments production, starting from discharges mensurations and solid, it obtained good correlations between sediments discharge in suspension, obtained with sampler automatic of ascending level (Ana) and with sampler AMS -1 and the discharge. And also we obtained good correlation between solid discharge obtained with sampler of sediments in suspension AMS - 1 and sampler automatic of ascendancy level ANA. They were verified soils losses values, obtained with MUSLE, elevated when compared with measured them in the study section admitting itself these as correct. It was obtained a correlation between sediments concentration and the turbidity of 80%, for values of smaller turbidity than 505 Ntu.
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spelling 2022-10-24T11:37:32Z2022-10-24T11:37:32Z2003-03-18http://repositorio.ufsm.br/handle/1/26631The watershed studied is sub-basin of the watershed of the arroyo Vacacaí Small, in Santa Maria, situated in the High place of the Hill, with coordinated 53°43’41” and 53°44’06” of west longitude and 29°38’47” and 29°39’10” of south latitude, and drainage area of 1,36 km 2. The goals of this work were evaluate the sediments production, starting from discharges mensurations and sediment discharge; evaluate the application of the Universal Equation of Losses of Modified Soil (MUSLE); find a relation between sediments discharge in suspension, obtained with samplers ANA and AMS – 1, and the discharge; find a relation between sediment discharge obtained with sampler of sediments in suspension AMS - 1 and sampler automatic of ascendancy level ANA and to meet a relation between sediments concentration in suspension and the turbidity. For the field measures was built a flume measuring of plan fund, where we setuped the mensuration equipment of the level d’water, and Sampler of Ascending Level (ANA), who water mixture samples collectionsediment. It was built yet, a bridge hidrométrica, for the water mixture collections- sediment with sampler AMS –1 and use of the speed sensor for the mensuration of the speed of the flow. It was obtained a good answer for the evaluation of the sediments production, starting from discharges mensurations and solid, it obtained good correlations between sediments discharge in suspension, obtained with sampler automatic of ascending level (Ana) and with sampler AMS -1 and the discharge. And also we obtained good correlation between solid discharge obtained with sampler of sediments in suspension AMS - 1 and sampler automatic of ascendancy level ANA. They were verified soils losses values, obtained with MUSLE, elevated when compared with measured them in the study section admitting itself these as correct. It was obtained a correlation between sediments concentration and the turbidity of 80%, for values of smaller turbidity than 505 Ntu.A bacia hidrográfica estudada é sub-bacia da bacia hidrográfica do arroio Vacacaí Mirim, em Santa Maria, situada na localidade Alto da Colina, com coordenadas 53°43’41” e 53°44’06” de longitude oeste e 29°38’47” e 29°39’10” de latitude sul, e área de drenagem de 1,36 km 2. Os objetivos deste trabalho foram avaliar a produção de sedimentos, a partir de medições de descargas líquidas e sólidas; avaliar a aplicação da Equação Universal de Perdas de Solo Modificada (MUSLE); encontrar uma relação entre a descarga de sedimentos em suspensão, obtida com os amostradores ANA e AMS – 1, e a descarga líquida; encontrar uma relação entre a descarga sólida obtida com o amostrador de sedimentos em suspensão AMS - 1 e o amostrador automático de nível ascendente ANA e encontrar uma relação entre a concentração de sedimentos em suspensão e a turbidez. Para as medidas de campo foi construída uma calha medidora de fundo plano, onde se instalou o equipamento de medição do nível d’água, e o Amostrador de Nível Ascendente (ANA), que coleta amostras de mistura água- sedimento. Foi construída ainda, uma ponte hidrométrica, para as coletas de mistura água- sedimento com o amostrador AMS –1 e uso do sensor de velocidade para a medição da velocidade do escoamento. Foi obtida uma boa resposta para a avaliação da produção de sedimentos, a partir de medições de descargas líquidas e sólidas, obtevese boas correlações entre a descarga de sedimentos em suspensão, obtida com o amostrador automático de nível ascendente (ANA) e com o amostrador AMS -1 e a descarga líquida. E também se obteve boa correlação entre a descarga sólida obtida com o amostrador de sedimentos em suspensão AMS - 1 e o amostrador automático de nível ascendente ANA. Foram constatados valores de perdas de solos, obtidos com a MUSLE, elevados quando comparados com os medidos na seção de estudo admitindo-se estes como corretos. Foi obtida uma correlação entre a concentração de sedimentos e a turbidez de 80%, para valores de turbidez menores que 505 Ntu.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESFinanciadora de Estudos e Projetos - FinepporUniversidade Federal de Santa MariaCentro de TecnologiaPrograma de Pós-Graduação em Engenharia CivilUFSMBrasilEngenharia CivilAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessBacia hidrográfica periurbanaCNPQ::ENGENHARIAS::ENGENHARIA CIVILMonitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbanainfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisPaiva, Joao Batista Dias dehttp://lattes.cnpq.br/8797362461678439Eltz, Flávio Luiz FolettoCastro, Nilza Maria dos Reishttp://lattes.cnpq.br/1101722025413133Carvalho, Kerllen Saldanha de30010000000360060060060060081e0fd8f-82cb-4fee-b955-800ec8ca5fd89d90cc2c-5054-40c2-b3ca-a3f1fe0f8f1f1a12287b-d47c-4aa0-9cfb-8c32c6002ef8a4d72c22-a188-40d4-8814-29fe09e1f0cfreponame:Biblioteca Digital de Teses e Dissertações do UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMORIGINALDIS_PPGEC_2003_CARVALHO_KERLLEN.PDFDIS_PPGEC_2003_CARVALHO_KERLLEN.PDFDissertação de Mestradoapplication/pdf1574745http://repositorio.ufsm.br/bitstream/1/26631/1/DIS_PPGEC_2003_CARVALHO_KERLLEN.PDF138c598b065a27f6e62cbd1b169744cfMD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8805http://repositorio.ufsm.br/bitstream/1/26631/2/license_rdf4460e5956bc1d1639be9ae6146a50347MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81956http://repositorio.ufsm.br/bitstream/1/26631/3/license.txt2f0571ecee68693bd5cd3f17c1e075dfMD531/266312022-10-24 08:37:33.305oai:repositorio.ufsm.br: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 Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2022-10-24T11:37:33Biblioteca Digital de Teses e Dissertações do UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.por.fl_str_mv Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
title Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
spellingShingle Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
Carvalho, Kerllen Saldanha de
Bacia hidrográfica periurbana
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
title_full Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
title_fullStr Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
title_full_unstemmed Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
title_sort Monitoramento e caracterização hidrossedimentométrica de uma pequena bacia hidrográfica periurbana
author Carvalho, Kerllen Saldanha de
author_facet Carvalho, Kerllen Saldanha de
author_role author
dc.contributor.advisor1.fl_str_mv Paiva, Joao Batista Dias de
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/8797362461678439
dc.contributor.referee1.fl_str_mv Eltz, Flávio Luiz Foletto
dc.contributor.referee2.fl_str_mv Castro, Nilza Maria dos Reis
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/1101722025413133
dc.contributor.author.fl_str_mv Carvalho, Kerllen Saldanha de
contributor_str_mv Paiva, Joao Batista Dias de
Eltz, Flávio Luiz Foletto
Castro, Nilza Maria dos Reis
dc.subject.por.fl_str_mv Bacia hidrográfica periurbana
topic Bacia hidrográfica periurbana
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
dc.subject.cnpq.fl_str_mv CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description The watershed studied is sub-basin of the watershed of the arroyo Vacacaí Small, in Santa Maria, situated in the High place of the Hill, with coordinated 53°43’41” and 53°44’06” of west longitude and 29°38’47” and 29°39’10” of south latitude, and drainage area of 1,36 km 2. The goals of this work were evaluate the sediments production, starting from discharges mensurations and sediment discharge; evaluate the application of the Universal Equation of Losses of Modified Soil (MUSLE); find a relation between sediments discharge in suspension, obtained with samplers ANA and AMS – 1, and the discharge; find a relation between sediment discharge obtained with sampler of sediments in suspension AMS - 1 and sampler automatic of ascendancy level ANA and to meet a relation between sediments concentration in suspension and the turbidity. For the field measures was built a flume measuring of plan fund, where we setuped the mensuration equipment of the level d’water, and Sampler of Ascending Level (ANA), who water mixture samples collectionsediment. It was built yet, a bridge hidrométrica, for the water mixture collections- sediment with sampler AMS –1 and use of the speed sensor for the mensuration of the speed of the flow. It was obtained a good answer for the evaluation of the sediments production, starting from discharges mensurations and solid, it obtained good correlations between sediments discharge in suspension, obtained with sampler automatic of ascending level (Ana) and with sampler AMS -1 and the discharge. And also we obtained good correlation between solid discharge obtained with sampler of sediments in suspension AMS - 1 and sampler automatic of ascendancy level ANA. They were verified soils losses values, obtained with MUSLE, elevated when compared with measured them in the study section admitting itself these as correct. It was obtained a correlation between sediments concentration and the turbidity of 80%, for values of smaller turbidity than 505 Ntu.
publishDate 2003
dc.date.issued.fl_str_mv 2003-03-18
dc.date.accessioned.fl_str_mv 2022-10-24T11:37:32Z
dc.date.available.fl_str_mv 2022-10-24T11:37:32Z
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dc.identifier.uri.fl_str_mv http://repositorio.ufsm.br/handle/1/26631
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rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
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dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Tecnologia
dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Engenharia Civil
dc.publisher.initials.fl_str_mv UFSM
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Engenharia Civil
publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Tecnologia
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