scientific article; zbMATH DE number 1452611
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DOI<35::AID-FLD999>3.0.CO;2-D 10.1002/(SICI)1097-0363(20000515)33:1<35::AID-FLD999>3.0.CO;2-DzbMath0974.76535MaRDI QIDQ4956136
Publication date: 10 December 2001
Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.
shallow-water equationsfree surface flowRoe's approximate Riemann solverdam break flowcell centred finite volume methodunstructured Delaunay triangles
Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Finite volume methods applied to problems in fluid mechanics (76M12)
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Cites Work
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- Approximate Riemann solutions of the two-dimensional shallow-water equations
- High resolution schemes for hyperbolic conservation laws
- Triangle based adaptive stencils for the solution of hyperbolic conservation laws
- Towards the ultimate conservative difference scheme. III: Upstream- centered finite-difference schemes for ideal compressible flow
- A new theoretically motivated higher order upwind scheme on unstructured grids of simplices
- Genuinely multidimensional upwinding for the 2D shallow water equations
- High Resolution Schemes Using Flux Limiters for Hyperbolic Conservation Laws
- A high-resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations
- Approximation of shallow water equations by Roe's Riemann solver
- Flux difference splitting for open‐channel flows
