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- Robin Meurice
Robin Meurice
Aspirant FNRS
Education
- 2019-2024 : Doctorat en sciences et technologies, UCLouvain
- 2017-2019 : Master [120] : ingénieur civil des constructions, UCLouvain
- 2014-2017 : Bachelier en sciences de l'ingénieur, orientation ingénieur civil, UCLouvain
Grants
- 2020-2024 : Aspirant FNRS
- 2019-2020 : Fonds Spécial de Recherche (FSR)
- Diplômes
Année Label Institution 2019 Master en Ingenieur civil des constructions Université catholique de Louvain
- LFSA1995-2995/7 - Stages en entreprise (EPL)
- LGCIV2053 - Fluvial Hydraulics
Robin Meurice has been conducting a PhD thesis in fluvial hydraulics since 2019 entitled "Downstream hydromorphodynamic impacts of dam flushing: numerical and experimental modelling".
The main objective of this thesis is to develop a numerical model in finite volumes able to simulate transient flows highly laden with sediment such as dam flushes. This model is based on the widely used shallow water equations but extends them using the framework of the two-phase/two-layer (2P2L) approach. The water column is indeed split into two layers dedicated to suspension and bedload respectively. Within each layer, two different phases, i.e. water and sediment, are considered separately. Both phases have their own inertia, interacting with each other through drag.
This model counts more parameters than simpler models but some of these parameters do not find any closure formulation in the literature. A new method based on machine learning was hence developed to close tunable parameters of similar hydromorphodynamic models. These can hence be used in a predictive way when calibration data are poor.
To develop and validate this model, two experimental campaigns were carried out. The first one aimed to investigate the hydromorphodynamics of a dam break in a channel with a 90° bend and covered with sand. Based on previous work from his research team, laser profilometry was further developed to provide insight into morphological changes and processes during the flow.
The second set of experiments were part of the Master's thesis of Brieuc Bosseler and Guillaume Noël (2023). These experiments aimed to reproduce dam flushes in controlled conditions and to focus on the downstream hydromorphodynamics. Laser profilometry was used again and coupled to Ultrasonic Velocity Profilers in an innovative way to provide concentration measurements thanks to acoustic backscattering.
Meurice, Robin ; Soares Frazao, Sandra. Machine learning rather than trial and error to close morphodynamical tuneable parameters: application to a two-phase/two-layer model. In: Journal of Hydroinformatics, Vol. 26, no.4, p. jh2024183 (2024). doi:10.2166/hydro.2024.183.
Meurice, Robin ; Martínez-Aranda, Sergio ; Ebrahimi, Masoumeh ; García-Navarro, Pilar ; Soares Frazao, Sandra. Laser profilometry to measure the bed evolution in a dam-break flow. In: Journal of Hydraulic Research, Vol. 60, no. 5, p. 725-737 (2022). doi:10.1080/00221686.2022.2059584.
Sergio Martínez-Aranda ; Meurice, Robin ; Soares Frazao, Sandra ; Pilar García-Navarro. Comparative Analysis of HLLC- and Roe-Based Models for the Simulation of a Dam-Break Flow in an Erodible Channel with a 90° Bend. In: Water, Vol. 13, no.13, p. 1840 (2021). doi:10.3390/w13131840.
Meurice, Robin ; Soares Frazao, Sandra. A 2D HLL-based weakly coupled model for transient flows on mobile beds. In: Journal of Hydroinformatics, Vol. 22, no.5, p. 1351-1369 (2020). doi:10.2166/hydro.2020.033.
Meurice, Robin ; Soares Frazao, Sandra. Closing parameters of morphodynamical models without trial-and-error. M.S. Yalin Memorial Colloquium 2023 (Palerme, du 26/01/2023 au 27/01/2023).
Meurice, Robin ; Soares Frazao, Sandra. Model parameters: how to get rid of trial and error?. 40th IAHR World Congress Vienna-Austria (Vienna, Austria, du 21/08/2023 au 25/08/2023). doi:10.13140/RG.2.2.15952.89601.
Meurice, Robin ; Soares Frazao, Sandra. A Two-Phase/Two-Layer Model for Fast and Heavily Loaded Transient Flows. 39th IAHR World Congress (Granada, Spain, du 19/06/2022 au 24/06/2022).
Ebrahimi, Masoumeh ; Meurice, Robin ; Soares Frazao, Sandra. Application of Depth-Averaged Bedload Finite-Volume Models to a Progressive Embankment Dam-Failure. 39th IAHR World Congress (Granada, Spain, du 19/06/2022 au 24/06/2022).
Meurice, Robin ; Soares Frazao, Sandra. How to optimize dam-flushes to limit their downstream impacts?. River Flow 2022, Eleventh International Conference on Fluvial Hydraulics (Ottawa, Canada, du 07/11/2022 au 10/11/2022).
Meurice, Robin ; Soares Frazao, Sandra. Comparison of coupled and weakly coupled HLLC based finite-volume schemes for dam-break flows on mobile bed. 6th IAHR Europe Congress (Warsaw, du 15/02/2021 au 18/02/2021).
Meurice, Robin. Downstream hydrosedimentary impacts of dam flushing : experimental and numerical modelling, prom. : Soares-Frazão, Sandra, 13/06/2024.