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: | , |
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| Tipo de recurso: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2017 |
| País: | Panamá |
| Institución: | Universidad Tecnológica de Panamá |
| Repositorio: | Repositorio Institucional de documento digitales de acceso abierto de la UTP |
| Idioma: | español |
| OAI Identifier: | oai:ridda2.utp.ac.pa:123456789/3330 |
| Acceso en línea: | http://revistas.utp.ac.pa/index.php/id-tecnologico/article/view/1715 http://ridda2.utp.ac.pa/handle/123456789/3330 |
| Access Level: | acceso abierto |
| Palabra clave: | Waves propagation, non hydrostatic, finite element method, SisBahia Propagación de olas, no hidrostático, método de elementos finitos, SisBahia |
| 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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