Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana

Detalhes bibliográficos
Autor(a) principal: Santos, André Tiago dos
Data de Publicação: 2017
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional Manancial UFSM
Texto Completo: http://repositorio.ufsm.br/handle/1/14127
Resumo: Considering the problem of sediment dynamics in urban areas and the lack of information on the quantitative aspects of sediment yield in urban areas, this study aimed to evaluate the possibility of applying the traditional MUSLE model adjusted to the Guamirim river watershed in the urban area of São Miguel do Oeste – SC. Classical monitoring techniques were used to quantify the concentration of suspended sediments (sampling by the same width increase) during rainfall events from May to October 2016. At the same time, with the help of a Geographic Information System (GIS) platform, the numerical model of the terrain and the orthophoto of the São Miguel do Oeste - SC town were used to define the relief features and the use and occupation of urban land. In order to verify the observed and calculated values, two statistical analyses were used: coefficient of efficiency of the model (COE) and mean square error (MSE). The sediment yields observed in the field during twelve rainfall events distributed throughout the year 2016 were calculated. The results were compared with the sediment yields estimated by the traditional MUSLE (empirical coefficient used) and the MUSLE adjusted for the urban watershed under study. The values obtained by traditional MUSLE underestimated the events while the adjusted MUSLE superestimated the observed productions. The statistical analysis showed little variability between what was observed and the values obtained by the adjusted MUSLE. It can be concluded that it can be used in the urban area of São Miguel do Oeste SC, as long as the other parameters of the model do not change (land use and occupation).
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spelling 2018-08-29T21:21:33Z2018-08-29T21:21:33Z2017-07-28http://repositorio.ufsm.br/handle/1/14127Considering the problem of sediment dynamics in urban areas and the lack of information on the quantitative aspects of sediment yield in urban areas, this study aimed to evaluate the possibility of applying the traditional MUSLE model adjusted to the Guamirim river watershed in the urban area of São Miguel do Oeste – SC. Classical monitoring techniques were used to quantify the concentration of suspended sediments (sampling by the same width increase) during rainfall events from May to October 2016. At the same time, with the help of a Geographic Information System (GIS) platform, the numerical model of the terrain and the orthophoto of the São Miguel do Oeste - SC town were used to define the relief features and the use and occupation of urban land. In order to verify the observed and calculated values, two statistical analyses were used: coefficient of efficiency of the model (COE) and mean square error (MSE). The sediment yields observed in the field during twelve rainfall events distributed throughout the year 2016 were calculated. The results were compared with the sediment yields estimated by the traditional MUSLE (empirical coefficient used) and the MUSLE adjusted for the urban watershed under study. The values obtained by traditional MUSLE underestimated the events while the adjusted MUSLE superestimated the observed productions. The statistical analysis showed little variability between what was observed and the values obtained by the adjusted MUSLE. It can be concluded that it can be used in the urban area of São Miguel do Oeste SC, as long as the other parameters of the model do not change (land use and occupation).Considerando a problemática da dinâmica dos sedimentos nas áreas urbanas e a falta de informações sobre os aspectos quantitativos das produções de sedimentos em áreas urbanas, este estudo teve como objetivo avaliar a possibilidade de aplicação do modelo MUSLE tradicional e ajustada para a microbacia hidrográfica do rio Guamirim na área urbana de São Miguel do Oeste – SC. Foram utilizadas as técnicas clássicas de monitoramento para quantificação de concentração de sedimentos em suspensão (amostragem pelo igual incremento de largura) durante eventos de chuvas, no período de maio a outubro de 2016. Concomitantemente, com auxílio de uma plataforma de um Sistema de Informações Geográficas (SIG), o modelo numérico do terreno e a ortofoto do município de São Miguel do Oeste - SC foram usados para definir as feições de relevo e uso e ocupação do solo urbano. Para fim de verificação entre os valores observados e os valores calculados, foram utilizadas duas análises estatísticas: coeficiente de eficiência do modelo (COE) e erro médio quadrático (EMQ). Foram calculadas as produções de sedimentos observadas em campo durante 12 eventos de chuvas distribuídos ao longo do ano de 2016. Os resultados foram comparados com as produções de sedimentos estimadas pela MUSLE tradicional (usado coeficiente empíricos) e pela MUSLE ajustada para a microbacia urbana em estudo. Após as comparações, foi verificado que as produções de sedimentos observadas foram altas para uma área de apenas 1,49 km², totalizando nos 12 eventos 15,5 Mg de sedimentos, durante os seis meses de monitoramento. Os valores obtidos pela MUSLE tradicional subestimaram os eventos enquanto que a MUSLE ajustada superestimou as produções observadas. Como as análises estatísticas demostraram pouca variabilidade entre o que foi observado e os valores obtidos pela MUSLE ajustada, conclui-se que a mesma pode ser utilizada na área urbana de São Miguel do Oeste, desde que os demais parâmetros do modelo não se alterem (uso e ocupação do solo).porUniversidade Federal de Santa MariaCentro de TecnologiaPrograma de Pós-Graduação em Engenharia AmbientalUFSMBrasilEngenharia AmbientalAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessÁreas urbanasMUSLESedimentosMUSLEUrban areasSedimentsCNPQ::ENGENHARIASProdução de sedimentos em suspensão em uma microbacia hidrográfica urbanaSediment yield in suspension in an urban watershedinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisMancuso, Malva Andreahttp://lattes.cnpq.br/6763968238620077Silva, Vanderlei Rodrigues dahttp://lattes.cnpq.br/7941766438504530Mello, Nilvania Aparecida dehttp://lattes.cnpq.br/0041964058612806http://lattes.cnpq.br/4448059349400211Santos, André Tiago dos300000000009600cdb5796f-f8b6-4dcf-ad63-bfcfac9b73d9c4429fc7-f192-4278-b538-c47a833f32476e022523-1f89-4b06-a6d1-dfc744385a9870b6aca4-d52a-4623-9058-f092b99f862dreponame:Repositório Institucional Manancial UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMORIGINALDIS_PPGEA_2017_SANTOS_ANDRE.pdfDIS_PPGEA_2017_SANTOS_ANDRE.pdfDissertação de Mestradoapplication/pdf5479458http://repositorio.ufsm.br/bitstream/1/14127/1/DIS_PPGEA_2017_SANTOS_ANDRE.pdfaba151f720fd49c8a961c4b8bb7493eaMD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; 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dc.title.por.fl_str_mv Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
dc.title.alternative.eng.fl_str_mv Sediment yield in suspension in an urban watershed
title Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
spellingShingle Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
Santos, André Tiago dos
Áreas urbanas
MUSLE
Sedimentos
MUSLE
Urban areas
Sediments
CNPQ::ENGENHARIAS
title_short Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
title_full Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
title_fullStr Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
title_full_unstemmed Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
title_sort Produção de sedimentos em suspensão em uma microbacia hidrográfica urbana
author Santos, André Tiago dos
author_facet Santos, André Tiago dos
author_role author
dc.contributor.advisor1.fl_str_mv Mancuso, Malva Andrea
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/6763968238620077
dc.contributor.referee1.fl_str_mv Silva, Vanderlei Rodrigues da
dc.contributor.referee1Lattes.fl_str_mv http://lattes.cnpq.br/7941766438504530
dc.contributor.referee2.fl_str_mv Mello, Nilvania Aparecida de
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/0041964058612806
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/4448059349400211
dc.contributor.author.fl_str_mv Santos, André Tiago dos
contributor_str_mv Mancuso, Malva Andrea
Silva, Vanderlei Rodrigues da
Mello, Nilvania Aparecida de
dc.subject.por.fl_str_mv Áreas urbanas
MUSLE
Sedimentos
topic Áreas urbanas
MUSLE
Sedimentos
MUSLE
Urban areas
Sediments
CNPQ::ENGENHARIAS
dc.subject.eng.fl_str_mv MUSLE
Urban areas
Sediments
dc.subject.cnpq.fl_str_mv CNPQ::ENGENHARIAS
description Considering the problem of sediment dynamics in urban areas and the lack of information on the quantitative aspects of sediment yield in urban areas, this study aimed to evaluate the possibility of applying the traditional MUSLE model adjusted to the Guamirim river watershed in the urban area of São Miguel do Oeste – SC. Classical monitoring techniques were used to quantify the concentration of suspended sediments (sampling by the same width increase) during rainfall events from May to October 2016. At the same time, with the help of a Geographic Information System (GIS) platform, the numerical model of the terrain and the orthophoto of the São Miguel do Oeste - SC town were used to define the relief features and the use and occupation of urban land. In order to verify the observed and calculated values, two statistical analyses were used: coefficient of efficiency of the model (COE) and mean square error (MSE). The sediment yields observed in the field during twelve rainfall events distributed throughout the year 2016 were calculated. The results were compared with the sediment yields estimated by the traditional MUSLE (empirical coefficient used) and the MUSLE adjusted for the urban watershed under study. The values obtained by traditional MUSLE underestimated the events while the adjusted MUSLE superestimated the observed productions. The statistical analysis showed little variability between what was observed and the values obtained by the adjusted MUSLE. It can be concluded that it can be used in the urban area of São Miguel do Oeste SC, as long as the other parameters of the model do not change (land use and occupation).
publishDate 2017
dc.date.issued.fl_str_mv 2017-07-28
dc.date.accessioned.fl_str_mv 2018-08-29T21:21:33Z
dc.date.available.fl_str_mv 2018-08-29T21:21:33Z
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.uri.fl_str_mv http://repositorio.ufsm.br/handle/1/14127
url http://repositorio.ufsm.br/handle/1/14127
dc.language.iso.fl_str_mv por
language por
dc.relation.cnpq.fl_str_mv 300000000009
dc.relation.confidence.fl_str_mv 600
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http://creativecommons.org/licenses/by-nc-nd/4.0/
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http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
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 Ambiental
dc.publisher.initials.fl_str_mv UFSM
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Engenharia Ambiental
publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Tecnologia
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