THE SWAT MODEL FOR HYDROLOGIC SIMULATION IN PARAOPEBA RIVER BASIN, MG
Autor(a) principal: | |
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Data de Publicação: | 2015 |
Outros Autores: | , |
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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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 |
_version_ |
1799874939160887296 |