2d dam break problem
Asked by
Stefan Kurzbach
Hello all,
is it possible to simulate an advancing wet/dry element front in a fixed mesh using the existing implementation? An example is the solution of a dam break problem with 2d depth-averaged shallow water equations. Initially the mesh is completely dry. After the dam break, elements are included in the simulation once they become wet.
Has anybody worked on a similar problem?
Best regards
Stefan
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