scientific article; zbMATH DE number 1417281
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Publication:4944037
zbMath0987.76050MaRDI QIDQ4944037
R. L. Kolar, S. C. Hagen, Joannes J. Westerink
Publication date: 19 July 2000
Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.
finite elementsshallow water equationsgrid generationlocalized truncation error analysiscoastal ocean circulation
Hydrology, hydrography, oceanography (86A05) Finite element methods applied to problems in fluid mechanics (76M10) Mesh generation, refinement, and adaptive methods for the numerical solution of initial value and initial-boundary value problems involving PDEs (65M50)
Related Items (8)
Unnamed Item ⋮ Evaluation of different meshing criteria for areas exposed to flooding ⋮ Dynamic \(p\)-adaptive Runge-Kutta discontinuous Galerkin methods for the shallow water equations ⋮ Automatic, unstructured mesh generation for tidal calculations in a large domain ⋮ 2D unstructured mesh generation for oceanic and coastal tidal models from a localized truncation error analysis with complex derivatives ⋮ Incorporating spatially variable bottom stress and Coriolis force into 2D,a posteriori, unstructured mesh generation for shallow water models ⋮ Meshing Requirements for Tidal Modeling in the Western North Atlantic ⋮ An Unstructured Mesh Generation Algorithm for Shallow Water Modeling
Uses Software
Cites Work
- A posteriori error analysis in finite elements: The element residual method for symmetrizable problems with applications to compressible Euler and Navier-Stokes equations
- Some tests of precision for a finite element model of ocean tides
- An accuracy analysis of boundary conditions for the forced shallow water equations
- An adaptive finite element scheme for transient problems in CFD
- Local adaptive mesh refinement for shock hydrodynamics
- A wave equation model for finite element tidal computations
- The influence of normal flow boundary conditions on spurious modes in finite element solutions to the shallow water equations
- BOUNDARY CONDITIONS IN SHALLOW WATER MODELS—AN ALTERNATIVE IMPLEMENTATION FOR FINITE ELEMENT CODES
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