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Titel Wave-current interactions: model development and preliminary results
VerfasserIn Clement Mayet, Florent Lyard, Fabrice Ardhuin
Konferenz EGU General Assembly 2013
Medientyp Artikel
Sprache Englisch
Digitales Dokument PDF
Erschienen In: GRA - Volume 15 (2013)
Datensatznummer 250081069
 
Zusammenfassung
The coastal area concentrates many uses that require integrated management based on diagnostic and predictive tools to understand and anticipate the future of pollution from land or sea, and learn more about natural hazards at sea or activity on the coast. The realistic modelling of coastal hydrodynamics needs to take into account various processes which interact, including tides, surges, and sea state (Wolf [2008]). These processes act at different spatial scales. Unstructured-grid models have shown the ability to satisfy these needs, given that a good mesh resolution criterion is used. We worked on adding a sea state forcing in a hydrodynamic circulation model. The sea state model is the unstructured version of WAVEWATCH III c (Tolman [2008]) (which version is developed at IFREMER, Brest (Ardhuin et al. [2010]) ), and the hydrodynamic model is the 2D barotropic module of the unstructured-grid finite element model T-UGOm (Le Bars et al. [2010]). We chose to use the radiation stress approach (Longuet-Higgins and Stewart [1964]) to represent the effect of surface waves (wind waves and swell) in the barotropic model, as previously done by Mastenbroek et al. [1993]and others. We present here some validation of the model against academic cases : a 2D plane beach (Haas and Warner [2009]) and a simple bathymetric step with analytic solution for waves (Ardhuin et al. [2008]). In a second part we present realistic application in the Ushant Sea during extreme event. References Ardhuin, F., N. Rascle, and K. Belibassakis, Explicit wave-averaged primitive equations using a generalized Lagrangian mean, Ocean Modelling, 20 (1), 35–60, doi:10.1016/j.ocemod.2007.07.001, 2008. Ardhuin, F., et al., Semiempirical Dissipation Source Functions for Ocean Waves. Part I: Definition, Calibration, and Validation, J. Phys. Oceanogr., 40 (9), 1917–1941, doi:10.1175/2010JPO4324.1, 2010. Haas, K. A., and J. C. Warner, Comparing a quasi-3D to a full 3D nearshore circulation model: SHORECIRC and ROMS, Ocean Modelling, 26 (1-2), 91–103, 2009. Le Bars, Y., F. Lyard, C. Jeandel, and L. Dardengo, The AMANDES tidal model for the Amazon estuary and shelf, Ocean Modelling, 31 (3-4), 132–149, 2010. Longuet-Higgins, M., and R. Stewart, Radiation stresses in water waves; a physical discussion, with applications, Deep Sea Research and Oceanographic Abstracts, 11 (4), 529–562, 1964. Mastenbroek, C., G. Burgers, and P. A. E. M. Janssen, The Dynamical Coupling of a Wave Model and a Storm Surge Model through the Atmospheric Boundary Layer, pp. –, 1993. Tolman, H. L., A mosaic approach to wind wave modeling, Ocean Modelling, 25 (1-2), 35–47, 2008. Wolf, J., Coastal flooding: impacts of coupled wave–surge–tide models, Nat Hazards, 49 (2), 241–260, 2008.