Depth Integrated Non Hydrostatic Finite Element Model for Wave Propagation
A depth integrated non hydrostatic finite element model for the propagation and transformation of waves in coastal areas was developed with success from the hydrostatic model SisBahia®. The model use quadratic quadrilateral finite element for horizontal velocities approximation and linear quadrilate...
| Autores Principales: | Calvo Gobbetti, Lucas E, Colonna Rosman, Paulo C |
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| Formato: | Artículo |
| Idioma: | Español |
| Publicado: |
Universidad Tecnológica de Panamá
2017
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| Materias: | |
| Acceso en línea: |
http://revistas.utp.ac.pa/index.php/id-tecnologico/article/view/1715 http://ridda2.utp.ac.pa/handle/123456789/3330 |
| Sumario: |
A depth integrated non hydrostatic finite element model for the propagation and transformation of waves in coastal areas was developed with success from the hydrostatic model SisBahia®. The model use quadratic quadrilateral finite element for horizontal velocities approximation and linear quadrilateral finite elements for water surface elevations and non hydrostatic pressures approximations. Because the model does not require the use of staggered grids it can be used on non structured finite element meshes. |
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