A Finite Element Method For ID And 2D Shallow
Water
Author(s)
J.M. Emperador & B. Hernandez
Abstract
The finite element method has been used to develop two numerical tools for a Boussinesq
shallow water equation, 2DH and 1DH. In both models, an automatic unstructured mesh
generator has been employed to assure the convergence and stability of the numerical solution
through the assumption of a Courant number close to one in the whole domain. Partially
reflecting- absorbing boundary conditions has been carried out to model the open seaward
contour and other contour types. In the 1DH numerical model has been carried out the finite
element version of the Deigaard et al break wave model and it is valid for spilling breaks. A
new intuitive and numerical break rule has been developed to simulate the plunging break
mode.
Keywords
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