Sudden bed changes and wave–current interactions in coastal regions
Mean bottom evolutions due to currents and wind waves, even due to wave–current interactions, are easily computed by averaging mean quantities over one or more wave cycles. However, dealing with fine processes, like breaking waves and bar formations in coastal regions, great quantities of sediment a...
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Veröffentlicht in: | Advances in engineering software (1992) 2002-02, Vol.33 (2), p.97-107 |
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Sprache: | eng |
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Zusammenfassung: | Mean bottom evolutions due to currents and wind waves, even due to wave–current interactions, are easily computed by averaging mean quantities over one or more wave cycles. However, dealing with fine processes, like breaking waves and bar formations in coastal regions, great quantities of sediment are transported and, as a consequence, considerable erosion and deposition can occur quite rapidly. Other phenomena normally associated with earthquakes, like volcanic eruptions, landslides, etc. occur frequently in various coastal regions of the terrestrial globe. Those problems can only be tackled by using a more complete set of equations with improved wave dispersion characteristics, and taking into account time–bed-level changes. Other characteristic non-linearity phenomena in shallow water regions and wave–current interaction become important factors that have to be considered. From the sedimentary point of view, particularly in terms of the wave and current fields, it is not known whether the existing sand transport models are generally valid.
The applicability of a computational structure, based on extended Boussinesq-type equations, and two existing sediment transport models are discussed and confirmed through published data. Numerical results obtained at Ria Formosa, Algarve, in the ambit of the European Union INDIA Project are shown. |
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ISSN: | 0965-9978 |
DOI: | 10.1016/S0965-9978(01)00052-7 |