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Question on the proper manner to define ...
Question on the proper manner to define ...
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?
Anyone?
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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