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Posted Thu, 14 Dec 2006 15:37:51 GMT by apokaps
I would kindly ask you to inform me on the following matter:
Is it possible to simulate flow through coarse porous media, concerning a submerged coastal protection structure, i.e. reef breakwater?

Thank you!
Posted Thu, 14 Dec 2006 15:44:35 GMT by Boris Lyssenko
Darcy's equation used in FEFLOW does not consider turbulence in flow simulation. In a breakwater, however, I'd expect that turbulence is one of the governing processes.

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