THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG

Detalhes bibliográficos
Autor(a) principal: Durães, Matheus Fonseca
Data de Publicação: 2015
Outros Autores: Mello, Carlos Rogério de, Naghettini, Mauro
Tipo de documento: Artigo
Idioma: por
Título da fonte: Cerne (Online)
Texto Completo: https://cerne.ufla.br/site/index.php/CERNE/article/view/71
Resumo: The SWAT model (Soil and Water Assessment Tool) was applied for simulating the hydrologic pattern of Paraopeba river basin, in Minas Gerais state, under different land use and occupation scenarios, looking to support basin management actions. The model parameters were calibrated and validated, with respect to the data observed from 1983 to 2005. The basin was assessed at the ‘Porto do Mesquita’ gauging station and change in land use and occupation was based on the annual growth scenarios proposed in the partial report of Paraopeba basin’s master plan. The model was found to be highly sensitive to basefl ow, its main calibration variable. Statistical analyses produced a Nash-Sutcliffe coeffi cient above 0.75, which is considered good and acceptable. The SWAT model provided satisfactory results in simulating hydrologic pattern under different scenarios of land use change, demonstrating that it can be applied for forecasting discharge in the aforesaid basin. The current land use scenario provided a peak discharge simulation of 1250 m³ s-1, while in years 2019 and 2029 peak discharge simulations were 1190 m³ s-1 and 1230 m³ s-1 respectively. The 2019 scenario provided the best results with respect to basefl ow increase and peak discharge reduction.
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spelling THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MGHydrology modelingland coverbasin managementThe SWAT model (Soil and Water Assessment Tool) was applied for simulating the hydrologic pattern of Paraopeba river basin, in Minas Gerais state, under different land use and occupation scenarios, looking to support basin management actions. The model parameters were calibrated and validated, with respect to the data observed from 1983 to 2005. The basin was assessed at the ‘Porto do Mesquita’ gauging station and change in land use and occupation was based on the annual growth scenarios proposed in the partial report of Paraopeba basin’s master plan. The model was found to be highly sensitive to basefl ow, its main calibration variable. Statistical analyses produced a Nash-Sutcliffe coeffi cient above 0.75, which is considered good and acceptable. The SWAT model provided satisfactory results in simulating hydrologic pattern under different scenarios of land use change, demonstrating that it can be applied for forecasting discharge in the aforesaid basin. The current land use scenario provided a peak discharge simulation of 1250 m³ s-1, while in years 2019 and 2029 peak discharge simulations were 1190 m³ s-1 and 1230 m³ s-1 respectively. The 2019 scenario provided the best results with respect to basefl ow increase and peak discharge reduction.CERNECERNE2015-05-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://cerne.ufla.br/site/index.php/CERNE/article/view/71CERNE; Vol. 17 No. 4 (2011); 481-488CERNE; v. 17 n. 4 (2011); 481-4882317-63420104-7760reponame:Cerne (Online)instname:Universidade Federal de Lavras (UFLA)instacron:UFLAporhttps://cerne.ufla.br/site/index.php/CERNE/article/view/71/62Copyright (c) 2015 Matheus Fonseca Durães, Carlos Rogério de Mello, Mauro Naghettiniinfo:eu-repo/semantics/openAccessDurães, Matheus FonsecaMello, Carlos Rogério deNaghettini, Mauro2015-11-06T18:31:49Zoai:cerne.ufla.br:article/71Revistahttps://cerne.ufla.br/site/index.php/CERNEPUBhttps://cerne.ufla.br/site/index.php/CERNE/oaicerne@dcf.ufla.br||cerne@dcf.ufla.br2317-63420104-7760opendoar:2024-05-21T19:53:29.387473Cerne (Online) - Universidade Federal de Lavras (UFLA)true
dc.title.none.fl_str_mv THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
title THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
spellingShingle THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
Durães, Matheus Fonseca
Hydrology modeling
land cover
basin management
title_short THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
title_full THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
title_fullStr THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
title_full_unstemmed THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
title_sort THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
author Durães, Matheus Fonseca
author_facet Durães, Matheus Fonseca
Mello, Carlos Rogério de
Naghettini, Mauro
author_role author
author2 Mello, Carlos Rogério de
Naghettini, Mauro
author2_role author
author
dc.contributor.author.fl_str_mv Durães, Matheus Fonseca
Mello, Carlos Rogério de
Naghettini, Mauro
dc.subject.por.fl_str_mv Hydrology modeling
land cover
basin management
topic Hydrology modeling
land cover
basin management
description The SWAT model (Soil and Water Assessment Tool) was applied for simulating the hydrologic pattern of Paraopeba river basin, in Minas Gerais state, under different land use and occupation scenarios, looking to support basin management actions. The model parameters were calibrated and validated, with respect to the data observed from 1983 to 2005. The basin was assessed at the ‘Porto do Mesquita’ gauging station and change in land use and occupation was based on the annual growth scenarios proposed in the partial report of Paraopeba basin’s master plan. The model was found to be highly sensitive to basefl ow, its main calibration variable. Statistical analyses produced a Nash-Sutcliffe coeffi cient above 0.75, which is considered good and acceptable. The SWAT model provided satisfactory results in simulating hydrologic pattern under different scenarios of land use change, demonstrating that it can be applied for forecasting discharge in the aforesaid basin. The current land use scenario provided a peak discharge simulation of 1250 m³ s-1, while in years 2019 and 2029 peak discharge simulations were 1190 m³ s-1 and 1230 m³ s-1 respectively. The 2019 scenario provided the best results with respect to basefl ow increase and peak discharge reduction.
publishDate 2015
dc.date.none.fl_str_mv 2015-05-12
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://cerne.ufla.br/site/index.php/CERNE/article/view/71
url https://cerne.ufla.br/site/index.php/CERNE/article/view/71
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://cerne.ufla.br/site/index.php/CERNE/article/view/71/62
dc.rights.driver.fl_str_mv Copyright (c) 2015 Matheus Fonseca Durães, Carlos Rogério de Mello, Mauro Naghettini
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2015 Matheus Fonseca Durães, Carlos Rogério de Mello, Mauro Naghettini
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv CERNE
CERNE
publisher.none.fl_str_mv CERNE
CERNE
dc.source.none.fl_str_mv CERNE; Vol. 17 No. 4 (2011); 481-488
CERNE; v. 17 n. 4 (2011); 481-488
2317-6342
0104-7760
reponame:Cerne (Online)
instname:Universidade Federal de Lavras (UFLA)
instacron:UFLA
instname_str Universidade Federal de Lavras (UFLA)
instacron_str UFLA
institution UFLA
reponame_str Cerne (Online)
collection Cerne (Online)
repository.name.fl_str_mv Cerne (Online) - Universidade Federal de Lavras (UFLA)
repository.mail.fl_str_mv cerne@dcf.ufla.br||cerne@dcf.ufla.br
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