Simulation of flow in the Capim River (PA) using the SWAT Model

Detalhes bibliográficos
Autor(a) principal: NUNES, Hildo Giuseppe Garcia Caldas
Data de Publicação: 2019
Outros Autores: SOUSA, Adriano Marlisom Leão de, SANTOS, Joyse Tatiane Souza dos, http://orcid.org/0000-0003-4072-003X, http://orcid.org/0000-0002-2809-5318, http://orcid.org/0000-0001-7292-8738
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFPA
Texto Completo: http://repositorio.ufpa.br/jspui/handle/2011/11369
http://dx.doi.org/10.1590/2179-8087.017116 
Resumo: Flow in the Capim River watershed, located in the state of Pará, Brazil, was estimated using the Soil and Water Assessment Tool (SWAT) model in order to determine its use efficiency. The meteorological data (from 2000 to 2010) were collected from an automatic station located in the municipality of Paragominas. The pluviometric and fluviometric data are available at the National Water Agency (ANA) website. Overall results show Efficiency Coefficient (Eff) values of 0.65 (for sub-basin 5) and 0.87 for the entire investigated period. The results also show a reduction in Eff estimation error, which started from over-estimation of 219.18% and declined to underestimation of 18% (in sub-basin 5). In summary, validation of the SWAT model was successful after adjusting the sensors during the calibration phase. Thereby, this model can be used in other studies evaluating river basins.
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spelling 2019-07-24T14:15:26Z2019-07-24T14:15:26Z2019-01NUNES, Hildo Giuseppe Garcia Caldas; SOUSA, Adriano Marlisom Leão de; SANTOS, Joyse Tatiane Souza dos. Simulation of flow in the Capim River (PA) using the SWAT Model. Floresta e ambiente, Seropedica v. 26, n. 1, p. 1-10, 2019. DOI: http://dx.doi.org/10.1590/2179-8087.017116. Disponível em:http://repositorio.ufpa.br/jspui/handle/2011/11369. Acesso em:.2179-8087http://repositorio.ufpa.br/jspui/handle/2011/11369http://dx.doi.org/10.1590/2179-8087.017116 Flow in the Capim River watershed, located in the state of Pará, Brazil, was estimated using the Soil and Water Assessment Tool (SWAT) model in order to determine its use efficiency. The meteorological data (from 2000 to 2010) were collected from an automatic station located in the municipality of Paragominas. The pluviometric and fluviometric data are available at the National Water Agency (ANA) website. Overall results show Efficiency Coefficient (Eff) values of 0.65 (for sub-basin 5) and 0.87 for the entire investigated period. The results also show a reduction in Eff estimation error, which started from over-estimation of 219.18% and declined to underestimation of 18% (in sub-basin 5). In summary, validation of the SWAT model was successful after adjusting the sensors during the calibration phase. Thereby, this model can be used in other studies evaluating river basins.SANTOS, J. T. S. Universidade Federal do ParáengInstituto de Florestas da Universidade Federal Rural do Rio de JaneiroBrasilFloresta e Ambientehttp://ref.scielo.org/mjr38freponame:Repositório Institucional da UFPAinstname:Universidade Federal do Pará (UFPA)instacron:UFPAHidrologiaModelagem hidrológicaBacia hidrográficaSimulation of flow in the Capim River (PA) using the SWAT Modelinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article261110http://lattes.cnpq.br/5534561793631040http://lattes.cnpq.br/4371199443425884http://lattes.cnpq.br/2036384240460046NUNES, Hildo Giuseppe Garcia CaldasSOUSA, Adriano Marlisom Leão deSANTOS, Joyse Tatiane Souza doshttp://orcid.org/0000-0003-4072-003Xhttp://orcid.org/0000-0002-2809-5318http://orcid.org/0000-0001-7292-8738info:eu-repo/semantics/openAccessORIGINALArticle_SimulationFlowCapim.pdfArticle_SimulationFlowCapim.pdfapplication/pdf1641348http://repositorio.ufpa.br/oai/bitstream/2011/11369/1/Article_SimulationFlowCapim.pdfe8a5008a160f36422ad6564a9fa190aaMD51CC-LICENSElicense_urllicense_urltext/plain; charset=utf-849http://repositorio.ufpa.br/oai/bitstream/2011/11369/2/license_url4afdbb8c545fd630ea7db775da747b2fMD52license_textlicense_texttext/html; charset=utf-80http://repositorio.ufpa.br/oai/bitstream/2011/11369/3/license_textd41d8cd98f00b204e9800998ecf8427eMD53license_rdflicense_rdfapplication/rdf+xml; charset=utf-80http://repositorio.ufpa.br/oai/bitstream/2011/11369/4/license_rdfd41d8cd98f00b204e9800998ecf8427eMD54LICENSElicense.txtlicense.txttext/plain; charset=utf-81899http://repositorio.ufpa.br/oai/bitstream/2011/11369/5/license.txt9d4d300cff78e8f375d89aab37134138MD55TEXTArticle_SimulationFlowCapim.pdf.txtArticle_SimulationFlowCapim.pdf.txtExtracted texttext/plain35610http://repositorio.ufpa.br/oai/bitstream/2011/11369/6/Article_SimulationFlowCapim.pdf.txt9eb1bb1508b96143c9ac6b9ff13836edMD562011/113692019-10-21 12:33:49.882oai:repositorio.ufpa.br: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ório InstitucionalPUBhttp://repositorio.ufpa.br/oai/requestriufpabc@ufpa.bropendoar:21232019-10-21T15:33:49Repositório Institucional da UFPA - Universidade Federal do Pará (UFPA)false
dc.title.pt_BR.fl_str_mv Simulation of flow in the Capim River (PA) using the SWAT Model
title Simulation of flow in the Capim River (PA) using the SWAT Model
spellingShingle Simulation of flow in the Capim River (PA) using the SWAT Model
NUNES, Hildo Giuseppe Garcia Caldas
Hidrologia
Modelagem hidrológica
Bacia hidrográfica
title_short Simulation of flow in the Capim River (PA) using the SWAT Model
title_full Simulation of flow in the Capim River (PA) using the SWAT Model
title_fullStr Simulation of flow in the Capim River (PA) using the SWAT Model
title_full_unstemmed Simulation of flow in the Capim River (PA) using the SWAT Model
title_sort Simulation of flow in the Capim River (PA) using the SWAT Model
author NUNES, Hildo Giuseppe Garcia Caldas
author_facet NUNES, Hildo Giuseppe Garcia Caldas
SOUSA, Adriano Marlisom Leão de
SANTOS, Joyse Tatiane Souza dos
http://orcid.org/0000-0003-4072-003X
http://orcid.org/0000-0002-2809-5318
http://orcid.org/0000-0001-7292-8738
author_role author
author2 SOUSA, Adriano Marlisom Leão de
SANTOS, Joyse Tatiane Souza dos
http://orcid.org/0000-0003-4072-003X
http://orcid.org/0000-0002-2809-5318
http://orcid.org/0000-0001-7292-8738
author2_role author
author
author
author
author
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/5534561793631040
http://lattes.cnpq.br/4371199443425884
http://lattes.cnpq.br/2036384240460046
dc.contributor.author.fl_str_mv NUNES, Hildo Giuseppe Garcia Caldas
SOUSA, Adriano Marlisom Leão de
SANTOS, Joyse Tatiane Souza dos
http://orcid.org/0000-0003-4072-003X
http://orcid.org/0000-0002-2809-5318
http://orcid.org/0000-0001-7292-8738
dc.subject.por.fl_str_mv Hidrologia
Modelagem hidrológica
Bacia hidrográfica
topic Hidrologia
Modelagem hidrológica
Bacia hidrográfica
description Flow in the Capim River watershed, located in the state of Pará, Brazil, was estimated using the Soil and Water Assessment Tool (SWAT) model in order to determine its use efficiency. The meteorological data (from 2000 to 2010) were collected from an automatic station located in the municipality of Paragominas. The pluviometric and fluviometric data are available at the National Water Agency (ANA) website. Overall results show Efficiency Coefficient (Eff) values of 0.65 (for sub-basin 5) and 0.87 for the entire investigated period. The results also show a reduction in Eff estimation error, which started from over-estimation of 219.18% and declined to underestimation of 18% (in sub-basin 5). In summary, validation of the SWAT model was successful after adjusting the sensors during the calibration phase. Thereby, this model can be used in other studies evaluating river basins.
publishDate 2019
dc.date.accessioned.fl_str_mv 2019-07-24T14:15:26Z
dc.date.available.fl_str_mv 2019-07-24T14:15:26Z
dc.date.issued.fl_str_mv 2019-01
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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status_str publishedVersion
dc.identifier.citation.fl_str_mv NUNES, Hildo Giuseppe Garcia Caldas; SOUSA, Adriano Marlisom Leão de; SANTOS, Joyse Tatiane Souza dos. Simulation of flow in the Capim River (PA) using the SWAT Model. Floresta e ambiente, Seropedica v. 26, n. 1, p. 1-10, 2019. DOI: http://dx.doi.org/10.1590/2179-8087.017116. Disponível em:http://repositorio.ufpa.br/jspui/handle/2011/11369. Acesso em:.
dc.identifier.uri.fl_str_mv http://repositorio.ufpa.br/jspui/handle/2011/11369
dc.identifier.issn.pt_BR.fl_str_mv 2179-8087
dc.identifier.doi.pt_BR.fl_str_mv http://dx.doi.org/10.1590/2179-8087.017116 
identifier_str_mv NUNES, Hildo Giuseppe Garcia Caldas; SOUSA, Adriano Marlisom Leão de; SANTOS, Joyse Tatiane Souza dos. Simulation of flow in the Capim River (PA) using the SWAT Model. Floresta e ambiente, Seropedica v. 26, n. 1, p. 1-10, 2019. DOI: http://dx.doi.org/10.1590/2179-8087.017116. Disponível em:http://repositorio.ufpa.br/jspui/handle/2011/11369. Acesso em:.
2179-8087
url http://repositorio.ufpa.br/jspui/handle/2011/11369
http://dx.doi.org/10.1590/2179-8087.017116 
dc.language.iso.fl_str_mv eng
language eng
dc.relation.ispartof.pt_BR.fl_str_mv Floresta e Ambiente
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.publisher.none.fl_str_mv Instituto de Florestas da Universidade Federal Rural do Rio de Janeiro
dc.publisher.country.fl_str_mv Brasil
publisher.none.fl_str_mv Instituto de Florestas da Universidade Federal Rural do Rio de Janeiro
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFPA
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