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dc.creatorNUNES, Hildo Giuseppe Garcia Caldas-
dc.creatorSOUSA, Adriano Marlisom Leão de-
dc.creatorSANTOS, Joyse Tatiane Souza dos-
dc.date.accessioned2019-07-24T14:15:26Z-
dc.date.available2019-07-24T14:15:26Z-
dc.date.issued2019-01-
dc.identifier.citationNUNES, 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:.pt_BR
dc.identifier.issn2179-8087pt_BR
dc.identifier.urihttp://repositorio.ufpa.br/jspui/handle/2011/11369-
dc.description.abstractFlow 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.pt_BR
dc.description.provenanceSubmitted by Larissa Santos (larissasilvasantos1307@gmail.com) on 2019-07-10T13:32:32Z No. of bitstreams: 2 license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) Article_SimulationFlowCapim.pdf: 1641348 bytes, checksum: e8a5008a160f36422ad6564a9fa190aa (MD5)en
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dc.description.provenanceMade available in DSpace on 2019-07-24T14:15:26Z (GMT). No. of bitstreams: 2 license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) Article_SimulationFlowCapim.pdf: 1641348 bytes, checksum: e8a5008a160f36422ad6564a9fa190aa (MD5) Previous issue date: 2019-01en
dc.languageengpt_BR
dc.publisherInstituto de Florestas da Universidade Federal Rural do Rio de Janeiropt_BR
dc.relation.ispartofFloresta e Ambientept_BR
dc.rightsAcesso Abertopt_BR
dc.source.urihttp://ref.scielo.org/mjr38fpt_BR
dc.subjectHidrologiapt_BR
dc.subjectModelagem hidrológicapt_BR
dc.subjectBacia hidrográficapt_BR
dc.titleSimulation of flow in the Capim River (PA) using the SWAT Modelpt_BR
dc.typeArtigo de Periódicopt_BR
dc.publisher.countryBrasilpt_BR
dc.creator.Latteshttp://lattes.cnpq.br/5534561793631040pt_BR
dc.creator.Latteshttp://lattes.cnpq.br/4371199443425884pt_BR
dc.creator.Latteshttp://lattes.cnpq.br/2036384240460046pt_BR
dc.citation.volume26pt_BR
dc.citation.issue1pt_BR
dc.citation.spage1pt_BR
dcterms.citation.epage10pt_BR
dc.identifier.doihttp://dx.doi.org/10.1590/2179-8087.017116 pt_BR
dc.description.affiliationSANTOS, J. T. S. Universidade Federal do Parápt_BR
dc.creator.ORCIDhttp://orcid.org/0000-0003-4072-003X-
dc.creator.ORCIDhttp://orcid.org/0000-0002-2809-5318-
dc.creator.ORCIDhttp://orcid.org/0000-0001-7292-8738-
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