Posted Thu, 15 Mar 2007 00:05:41 GMT by Denim Umeshkumar Anajwala
Simple question.

How should I represent a passive (i.e. gravity drainage) drain in FEFLOW?

Posted Fri, 16 Mar 2007 08:22:35 GMT by Boris Lyssenko
You could either use a seepage face condition (h=z, max flux = 0) on all the drainage nodes, or you could use a one-dimensional discrete element with a seepage face condition on one end.

PS: An answer to your first question will follow ASAP

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