SAMUEL Beskow

Prof. SAMUEL Beskow

Water Resources Engineering, Universidade Federal de Pelotas, Pelotas, Rio Grande do Sul, Brazil
orcid

Research Focus & Metrics

Academic Career Length

19Years (2008-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 October 2009 in CATENA
Verified
Journal Article
Closed access
SBSAMUEL Beskow
SAMUEL Beskow
Carlos MelloCarlos Mello
Carlos Mello
LNL.D. Norton
L.D. Norton
NCN. Curi
N. Curi
MVMarcelo Ribeiro Viola
Marcelo Ribeiro Viola
JAJ.C. Avanzi
J.C. Avanzi

1 July 2013 in Geoderma
Verified
Journal Article
Closed access
Carlos MelloCarlos Mello
Carlos Mello
MVMarcelo Ribeiro Viola
Marcelo Ribeiro Viola
SBSAMUEL Beskow
SAMUEL Beskow
LNL.D. Norton
L.D. Norton

1 August 2019 in Ecological Engineering
Verified
Journal Article
Closed access
VOVinícius Augusto de Oliveira
Vinícius Augusto de Oliveira
Carlos MelloCarlos Mello
Carlos Mello
SBSAMUEL Beskow
SAMUEL Beskow
MVMarcelo Ribeiro Viola
Marcelo Ribeiro Viola
RSRaghavan Srinivasan
Raghavan Srinivasan

1 September 2015 in Journal of Hydrology: Regional Studies
Verified
Journal Article
Open access
SBSAMUEL Beskow
SAMUEL Beskow
TCTamara L. Caldeira
Tamara L. Caldeira
Carlos MelloCarlos Mello
Carlos Mello
LFLessandro Coll Faria
Lessandro Coll Faria
HGHugo Alexandre S. Guedes
Hugo Alexandre S. Guedes
Study regionThe study was conducted in the Rio Grande do Sul state – Brazil.Study focusStudies about heavy rainfall events are crucial for proper flood management in river basins and for the design of hydraulic infrastructure. In Brazil, the lack of runoff monitoring is evident, therefore, designers commonly use rainfall intensity–duration–frequency (IDF) relationships to derive streamflow-related information. In order to aid the adjustment of IDF relationships, the probabilistic modeling of extreme rainfall is often employed. The objective of this study was to evaluate whether the GEV and Kappa multiparameter probability distributions have more satisfying performance than traditional two-parameter distributions such as Gumbel and Log-Normal in the modeling of extreme rainfall events in southern Brazil. Such distributions were adjusted by the L-moments method and the goodness-of-fit was verified by the Kolmogorov–Smirnov, Chi-Square, Filliben and Anderson–Darling tests.New hydrological insights for the regionThe Anderson–Darling and Filliben tests were the most restrictive in this study. Based on the Anderson–Darling test, it was found that the Kappa distribution presented the best performance, followed by the GEV. This finding provides evidence that these multiparameter distributions result, for the region of study, in greater accuracy for the generation of intensity–duration–frequency curves and the prediction of peak streamflows and design hydrographs. As a result, this finding can support the design of hydraulic structures and flood management in river basins

6 August 2023 in Environmental Research
Verified
Journal Article
Closed access
NRNelva B. Riquetti
Nelva B. Riquetti
SBSAMUEL Beskow
SAMUEL Beskow
LGLi Guo
Li Guo
Carlos MelloCarlos Mello
Carlos Mello

10 August 2014 in Water Resources Management
Verified
Journal Article
Closed access
PDF file
MVMarcelo Ribeiro Viola
Marcelo Ribeiro Viola
Carlos MelloCarlos Mello
Carlos Mello
SBSAMUEL Beskow
SAMUEL Beskow
LNL. D. Norton
L. D. Norton