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[Question #115533]: 2d dam break problem

 

New question #115533 on DOLFIN:
https://answers.launchpad.net/dolfin/+question/115533

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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