Shallow Water Flow Analysis with Moving Boundary Technique Using Least-squares Bubble Function

DOI10.1080/10618560290017194zbMath1016.76052OpenAlexW1995124798MaRDI QIDQ3146395

Abdul A. Khan, Sam S. Y. Wang, Mutsuto Kawahara, Junichi Matsumoto

Publication date: 20 August 2003

Published in: International Journal of Computational Fluid Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/10618560290017194

zbMATH Keywords

water elevationimplicit finite element methodfixed boundary techniqueleast-squares bubble functionmoving finite element meshunsteady shallow water equationswater region

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Finite element methods applied to problems in fluid mechanics (76M10)

Related Items (6)

Computational water purification controls using second-order adjoint equations with stability confirmation ⋮ Editorial ⋮ Optimal control applied to water flow using second order adjoint method ⋮ Optimal control of drainage basin considering moving boundary ⋮ Stabilized Bubble Function Method for Shallow Water Long Wave Equation ⋮ Numerical simulation of ground water flow via a new approach to the local radial point interpolation meshless method

Cites Work

• Lagrangian-Eulerian finite element formulation for incompressible viscous flows
• Streamline upwind/Petrov-Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations
• An arbitrary Lagrangian-Eulerian finite element method for transient dynamic fluid-structure interactions
• Experiments with several elements for viscous incompressible flows

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