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...

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Detalles Bibliográficos
Autor principal: Calvo Gobbetti, Lucas E (author)
Otros Autores: Colonna Rosman, Paulo C (author)
Formato: article
Lenguaje:español
Publicado: 2017
Materias:
Acceso en línea:http://revistas.utp.ac.pa/index.php/id-tecnologico/article/view/1715
http://ridda2.utp.ac.pa/handle/123456789/3330
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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.