Gustavo Zavala

Dr. Gustavo Zavala

Municipalidad de Corrientes

Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

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

Representative Publications

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4 October 2013 in Structural and Multidisciplinary Optimization
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Journal Article
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GZGustavo Zavala
Gustavo Zavala
ANAntonio J. Nebro
Antonio J. Nebro
FLFrancisco Luna
Francisco Luna
Carlos CoelloCarlos Coello
Carlos Coello

29 October 2015 in Structural and Multidisciplinary Optimization
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Journal Article
Closed access
PDF file
GZGustavo Zavala
Gustavo Zavala
ANAntonio J. Nebro
Antonio J. Nebro
FLFrancisco Luna
Francisco Luna
Carlos CoelloCarlos Coello
Carlos Coello

1 October 2014 in Advances in Engineering Software
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Journal Article
Closed access
GZGustavo Zavala
Gustavo Zavala
ANAntonio J. Nebro
Antonio J. Nebro
JDJuan J. Durillo
Juan J. Durillo
FLFrancisco Luna
Francisco Luna

28 December 2019 in Applied Sciences
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Journal Article
Open access
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GZGustavo Zavala
Gustavo Zavala
José Manuel García-NietoJosé Manuel García-Nieto
José Manuel García-Nieto
ANAntonio J. Nebro
Antonio J. Nebro
The efficient calibration of hydrologic models allows experts to evaluate past events in river basins, as well as to describe new scenarios and predict possible future floodings. A difficulty in this context is the need to adjust a large number of parameters in the model to reduce prediction errors. In this work, we address this issue with two complementary contributions. First, we propose a new lumped rainfall-runoff hydrologic model—called Qom—which is featured by a limited set of continuous decision variables associated with soil moisture and direct runoff. Qom allows to separate and quantify the volume of losses and excesses of the rainwater falling in a hydrographic basin, while a Clark’s model is used to determine output hydrograms. Second, we apply a multi-objective optimization approach to find accurate calibrations of the model in a systematic and automatic way. The idea is to formulate the process as a bi-objective optimization problem where the Nash-Sutcliffe Efficiency coefficient and percent bias have to be minimized, and to combine the results found by a set of metaheuristics used to solve it. For validation purposes, we apply our proposal in six hydrographic scenarios, comprising river basins located in Spain, USA, Brazil and Argentina. The proposed approach is shown to minimize prediction errors of simulated streamflows with regards to those observed in these real-world basins.

1 October 2013
Verified
Conference Paper
Closed access
FLFrancisco Luna
Francisco Luna
GZGustavo Zavala
Gustavo Zavala
ANAntonio J. Nebro
Antonio J. Nebro
JDJuan J. Durillo
Juan J. Durillo
Carlos CoelloCarlos Coello
Carlos Coello
This paper addresses a real-world optimization problem in civil engineering. It lies in the dimensioning of a 162m long bridge composed of 1584 bars so that both its weight and its deformation are to be minimized. Evaluating each possible configuration of the bridge takes several seconds and, as a consequence, running a metaheuristic for several thousands of evaluations would require many days on one single processor. Our approach has been to develop a distributed master/worker version of SMS-EMOA, an indicator-based multiobjective algorithm. By combining the Java implementation of the algorithm in jMetal with the Condor distributed scheduler, we have been able to use more than 350 cores to obtain accurate results in a reasonable amount of time.