Posted Fri, 03 Feb 2017 18:14:15 GMT by Minerva
I am trying to model salt water intrusion along a coastline. The FEFLOW book and user manual suggest using a type 1 (Dirichlet-type) BC.

Do I then just impose a mass concentration along this boundary?

I am also in the process of learning FEFLOW so please break steps down as much as you can.

Thank you!
Posted Mon, 06 Feb 2017 06:29:57 GMT by Denim Umeshkumar Anajwala
As a first step, you may have a look at the 'Henry' benchmark that comes with FEFLOW. It'll give you an idea of how to choose the BCs for the sea.

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