Abstract
A new water-wave model has been derived which is based on variational techniques and combines a depth-averaged vertical (component of) vorticity with depth-dependent potential flow. The model facilitates the further restriction of the vertical profile of the velocity potential to n-th order polynomials or a finite-element profile with a small number of elements (say), leading to a framework for efficient modeling of the interaction of steepening and breaking waves near the shore with a large-scale horizontal flow. The equations are derived from a constrained variational formulation which leads to conservation laws for energy, mass, momentum and vertical vorticity. It is shown that the potential-flow water-wave equations and the shallow-water equations are recovered in the relevant limits. Approximate shock relations are provided, which can be used in numerical schemes to model breaking waves.
Original language | Undefined |
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Pages (from-to) | 33-54 |
Number of pages | 22 |
Journal | Journal of engineering mathematics |
Volume | 67 |
Issue number | 1-2 |
DOIs | |
Publication status | Published - 2010 |
Keywords
- EWI-19297
- METIS-276287
- IR-75745
- Wave-current interactions
- Coastal engineering
- Variational principles
- Bores