Tomás Morales de Luna
Orcid: 0000-0001-7162-9672
According to our database1,
Tomás Morales de Luna
authored at least 23 papers
between 2008 and 2025.
Collaborative distances:
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Bibliography
2025
A semi-implicit exactly fully well-balanced relaxation scheme for the Shallow Water Linearized Moment Equations.
CoRR, January, 2025
2024
A Semi-Implicit Fully Exactly Well-Balanced Relaxation Scheme for the Shallow Water System.
SIAM J. Sci. Comput., 2024
Vertically averaged and moment equations: New derivation, efficient numerical solution and comparison with other physical approximations for modeling non-hydrostatic free surface flows.
J. Comput. Phys., 2024
2023
J. Sci. Comput., December, 2023
Non-hydrostatic layer-averaged approximation of Euler system with enhanced dispersion properties.
Comput. Appl. Math., June, 2023
On well-balanced implicit-explicit Lagrange-projection schemes for two-layer shallow water equations.
Appl. Math. Comput., 2023
Implicit and implicit-explicit Lagrange-projection finite volume schemes exactly well-balanced for 1D shallow water system.
Appl. Math. Comput., 2023
2022
An Arbitrary High Order Well-Balanced ADER-DG Numerical Scheme for the Multilayer Shallow-Water Model with Variable Density.
J. Sci. Comput., 2022
In-cell discontinuous reconstruction path-conservative methods for non conservative hyperbolic systems - Second-order extension.
J. Comput. Phys., 2022
2021
Numerical Simulations of a Dispersive Model Approximating Free-Surface Euler Equations.
J. Sci. Comput., 2021
2020
A General Non-hydrostatic Hyperbolic Formulation for Boussinesq Dispersive Shallow Flows and Its Numerical Approximation.
J. Sci. Comput., 2020
2019
J. Sci. Comput., 2019
2018
A Fully Well-Balanced Lagrange-Projection-Type Scheme for the Shallow-Water Equations.
SIAM J. Numer. Anal., 2018
Non-hydrostatic pressure shallow flows: GPU implementation using finite volume and finite difference scheme.
Appl. Math. Comput., 2018
2016
2013
J. Comput. Phys., 2013
Reliability of first order numerical schemes for solving shallow water system over abrupt topography.
Appl. Math. Comput., 2013
2011
A Duality Method for Sediment Transport Based on a Modified Meyer-Peter & Müller Model.
J. Sci. Comput., 2011
2010
SIAM J. Numer. Anal., 2010
2009
Semi-discrete Entropy Satisfying Approximate Riemann Solvers. The Case of the Suliciu Relaxation Approximation.
J. Sci. Comput., 2009
2008
A Saint Venant model for gravity driven shallow water flows with variable density and compressibility effects.
Math. Comput. Model., 2008