A Lagrangian model for wave-induced harbour oscillations
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Publication:3476432
DOI10.1017/S0022112090002294zbMath0698.76014MaRDI QIDQ3476432
Publication date: 1990
Published in: Journal of Fluid Mechanics (Search for Journal in Brave)
finite element formulationLagrangian descriptionfrequency dispersionlong-wave excitation of a narrow rectangular harbourpropagation of long gravity wavesresponse of harbours with sloping boundaries to long wavesweakly nonlinear and dispersive processes
Hydrology, hydrography, oceanography (86A05) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Variational principles of physics (49S05)
Related Items (7)
Wave field analysis in a harbor with irregular geometry through boundary integral of Helmholtz equation with corner contributions ⋮ Particle trajectory and mass transport of finite-amplitude waves in water of uniform depth ⋮ Harbour oscillations generated by shear flow ⋮ Modeling of Wave-Induced Oscillation in Pohang New Harbor by Using Hybrid Finite Element Model ⋮ On the numerical simulation of the nonbreaking solitary waves run up on sloping beaches ⋮ Computational models for weakly dispersive nonlinear water waves ⋮ A comparison of two different types of shoreline boundary conditions
Cites Work
- Finite element simulation of flow in deforming regions
- The numerical integration of the nonlinear shallow-water equations with sloping boundaries
- Water waves of finite amplitude on a sloping beach
- Numerical analysis of a moving boundary problem in coastal hydrodynamics
- Run-up of solitary waves
- The runup of solitary waves
- Long waves on a beach
- Long wave generation on a sloping beach
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