Numerical solution of bed load transport equations using discrete least squares meshless (DLSM) method
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Publication:1988747
DOI10.1016/J.APM.2019.08.016zbMath1481.76250OpenAlexW2969219823WikidataQ127335603 ScholiaQ127335603MaRDI QIDQ1988747
Fateme Ebrahimi Erami, Ali Rahmani Firoozjaee
Publication date: 24 April 2020
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2019.08.016
Related Items (4)
Numerical simulation of bed load and suspended load sediment transport using well-balanced numerical schemes ⋮ Numerical solution of Korteweg-de Vries equation using discrete least squares meshless method ⋮ Application of graphics processing units for self-consistent modelling of shallow water dynamics and sediment transport ⋮ An improved node moving technique for adaptive analysis using collocated discrete least squares meshless method
Cites Work
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- Sediment transport models in shallow water equations and numerical approach by high order finite volume methods
- Two-dimensional sediment transport models in shallow water equations. A second order finite volume approach on unstructured meshes
- Discrete least squares meshless method with sampling points for the solution of elliptic partial differential equations
- Formulations for numerically approximating hyperbolic systems governing sediment transport
- Element-free Galerkin method for numerical simulation of sediment transport equations on regular and irregular distribution of nodes
- Linearized implicit time advancing and defect correction applied to sediment transport simulations
- A two-dimensional finite volume morphodynamic model on unstructured triangular grids
- Solution of the Sediment Transport Equations Using a Finite Volume Method Based on Sign Matrix
- Surfaces Generated by Moving Least Squares Methods
- Mathematical Development and Verification of a Finite Volume Model for Morphodynamic Flow Applications
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