2016
DOI: 10.1590/1413-70542016404009516
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Hydrological simulation as subside for management of surface water resources at the Mortes River Basin

Abstract: Hydrological models are tools which describe processes and allow predicting the results of making management decisions, and are an important water resource management tool, especially for small-sized watersheds. This work had as an objective to test different calibration strategies and apply the SWAT model for hydrological simulation of the Mortes River Basin, MG. We evaluated 6 fluviometric stations, with drainage area between 272 and 6070 km² for purposes of water resource management. The evaluation of the m… Show more

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Cited by 12 publications
(16 citation statements)
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References 28 publications
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“…In order to evaluate the MGB-IPH model performance, we used the Nash-Sutcliffe efficiency coefficient (NS) and its logarithmic version (NS LOG ), which is more influenced by low flows, as well as the percent bias (PBIAS) coefficient Eduardo et al 2016) as follows:…”
Section: Acta Amazonicamentioning
confidence: 99%
“…In order to evaluate the MGB-IPH model performance, we used the Nash-Sutcliffe efficiency coefficient (NS) and its logarithmic version (NS LOG ), which is more influenced by low flows, as well as the percent bias (PBIAS) coefficient Eduardo et al 2016) as follows:…”
Section: Acta Amazonicamentioning
confidence: 99%
“…O processo de calibração foi conduzido conforme recomendado por Eduardo et al (2016 < NS > 1,00 o modelo é considerado muito bom; 0,65 < NS < 0,75 o modelo é considerado bom; entre 0,50 e 0,65 satisfatório; e abaixo de 0,50 inadequado.…”
Section: Simulação Hidrológicaunclassified
“…No Brasil, o modelo SWAT tem sido adotado largamente na modelagem de bacias hidrográficas com escalas distintas, para diferentes objetivos: avaliação de impactos de mudanças no uso do solo; potencial de produção e transporte de sedimentos; disponibilidade hídrica; impactos hidrológicos decorrentes de mudanças climáticas, dentre outros (DURÃES, MELLO e NAGHETTINI, 2011;LELIS et al, 2012;PINTO et al, 2013;ANDRADE, MELLO e BESKOW, 2013;PERAZZOLI, PINHEIRO E KAUFMANN, 2013;EDUARDO et al, 2016).…”
Section: Introductionunclassified
“…Most Brazilian studies have conducted sensitivity, calibration and validation analyses using data for only one watershed outlet, as can be seen in the works of Andrade, Mello and Beskow (2013), Pereira et al (2014aPereira et al ( , 2014b, Rodrigues et al (2015); Brighenti, Bonuma and Chaffe (2016), and Franco and Bonumá (2017); however, some studies have used more detailed calibration and validation techniques, for example, Lelis et al (2012), Bressiani et al (2015), and Eduardo et al (2016). Calibration using data from a single outlet, as indicated by Daggupati et al (2015a) may be adequate for small basins with uniform features, but for larger basins the results can produce mean parameter values that are overestimated or underestimated at several points, and require spatially distributed calibration.…”
Section: Introductionmentioning
confidence: 99%