A duality method for sediment transport based on a modified Meyer-Peter \& Müller model

DOI10.1007/s10915-010-9447-1zbMath1426.76408OpenAlexW2072064860MaRDI QIDQ554679

T. Morales de Luna, C. Parés-Madroñal, Manuel Jesús Castro-Díaz

Publication date: 4 August 2011

Published in: Journal of Scientific Computing (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10915-010-9447-1

zbMATH Keywords

finite volume methodsnumerical modelingshallow waterduality methodsediment transportpath-conservative schemes

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Finite volume methods applied to problems in fluid mechanics (76M12)

Related Items (6)

A Second Order Time Homogenized Model for Sediment Transport ⋮ On the influence of the thickness of the sediment moving layer in the definition of the bedload transport formula in Exner systems ⋮ Mechanical behaviour in DC alloys casting processes ⋮ Artificial viscosity to get both robustness and discrete entropy inequalities ⋮ Modelling of bedload sediment transport for weak and strong regimes ⋮ A semi-implicit approach for sediment transport models with gravitational effects

Cites Work

• Sediment transport models in shallow water equations and numerical approach by high order finite volume methods
• On the convergence and well-balanced property of path-conservative numerical schemes for systems of balance laws
• Why many theories of shock waves are necessary: convergence error in formally path-consistent schemes
• Duality methods for solving variational inequalities
• On the convergence of the Bermúdez-Moreno algorithm with constant parameters
• On the well-balance property of Roe's method for nonconservative hyperbolic systems. applications to shallow-water systems
• Numerical methods for nonconservative hyperbolic systems: a theoretical framework.
• The Formation of River Channels
• Duality methods with an automatic choice of parameters. Application to shallow water equations in conservative form
• Unnamed Item

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