Rui M.L. Ferreira

Prof. Rui M.L. Ferreira

Instituto Superior Técnico, Universidade de Lisboa

Research Focus & Metrics

Academic Career Length

24Years (2003-Present)

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

Representative Publications

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1 May 2016 in Computer Physics Communications
Verified
Journal Article
Closed access
RCRicardo B. Canelas
Ricardo B. Canelas
Alejandro J. C. CrespoAlejandro J. C. Crespo
Alejandro J. C. Crespo
JDJose Domínguez
Jose Domínguez
Rui M.L. FerreiraRui M.L. Ferreira
Rui M.L. Ferreira
MGMoncho Gómez-Gesteira
Moncho Gómez-Gesteira

31 May 2012 in Journal of Hydraulic Research
Verified
Journal Article
Closed access
Sandra Soares-FrazãoSandra Soares-Frazão
Sandra Soares-Frazão
RCRicardo Canelas
Ricardo Canelas
ZCZhixian Cao
Zhixian Cao
Luis CeaLuis Cea
Luis Cea
HCHanif M. Chaudhry
Hanif M. Chaudhry
YZYves Zech
Yves Zech
In this paper, the results of a benchmark test launched within the framework of the NSF–PIRE project “Modelling of Flood Hazards and Geomorphic Impacts of Levee Breach and Dam Failure” are presented. Experiments of two-dimensional dam-break flows over a sand bed were conducted at Université catholique de Louvain, Belgium. The water level evolution at eight gauging points was measured as well as the final bed topography. Intense scour occurred close to the failed dam, while significant deposition was observed further downstream. From these experiments, a benchmark was proposed to the scientific community, consisting of blind test simulations, that is, without any prior knowledge of the measurements. Twelve different teams of modellers from eight countries participated in the study. Here, the numerical models used in this test are briefly presented. The results are commented upon, in view of evaluating the modelling capabilities and identifying the challenges that may open pathways for further research.

31 March 2015 in International Journal for Numerical Methods in Fluids
Verified
Journal Article
Closed access
PDF file
RCRicardo B. Canelas
Ricardo B. Canelas
JDJose Domínguez
Jose Domínguez
Alejandro J. C. CrespoAlejandro J. C. Crespo
Alejandro J. C. Crespo
MGMoncho Gómez‐Gesteira
Moncho Gómez‐Gesteira
Rui M.L. FerreiraRui M.L. Ferreira
Rui M.L. Ferreira

1 February 2020 in Renewable Energy
Verified
Journal Article
Closed access
MBMoisés Brito
Moisés Brito
RCR.B. Canelas
R.B. Canelas
Orlando Garcia-FealOrlando Garcia-Feal
Orlando Garcia-Feal
JDJose Domínguez
Jose Domínguez
Alejandro J. C. CrespoAlejandro J. C. Crespo
Alejandro J. C. Crespo
LTL. Teixeira
L. Teixeira

1 September 2017 in Journal of Hydraulic Engineering
Verified
Journal Article
Closed access
RCR. B. Canelas
R. B. Canelas
JDJose Domínguez
Jose Domínguez
Alejandro J. C. CrespoAlejandro J. C. Crespo
Alejandro J. C. Crespo
Moncho Gómez-GesteiraMoncho Gómez-Gesteira
Moncho Gómez-Gesteira
Rui M.L. FerreiraRui M.L. Ferreira
Rui M.L. Ferreira
Debris flows represent some of the most relevant phenomena in geomorphological events. Because of the potential destructiveness of such flows, they are the subject of a vast amount of research. This paper addresses the need for a numerical model applicable to granular-fluid mixtures featuring high spatial and temporal resolution, and thus capable of resolving the motion of individual particles, including all interparticle contacts. The DualSPHysics meshless numerical implementation based on smoothed particle hydrodynamics (SPH) is expanded with a distributed-contact discrete-element method (DCDEM) in order to explicitly solve the fluid and solid phases. The specific objective is to test the SPH-DCDEM approach by comparing its results with experimental data. An experimental setup for stony debris flows in a slit check dam is reproduced numerically, where solid material is introduced through a hopper, assuring a constant solid discharge for the considered time interval. With each sediment particle possibly undergoing several simultaneous contacts, thousands of time-evolving interactions are efficiently treated because of the model’s algorithmic structure and the HPC implementation of DualSPHysics. The results, composed of mainly retention curves, are in good agreement with the measurements, correctly reproducing the changes in efficiency with slit spacing and density.

1 June 2008 in Advances in Water Resources
Verified
Journal Article
Closed access
MFMário J. Franca
Mário J. Franca
Rui M.L. FerreiraRui M.L. Ferreira
Rui M.L. Ferreira
ULUlrich Lemmin
Ulrich Lemmin