Dear Timo,
Let me introduce myself in this talk.
Edscott has been able to successfully develop a program based on Dumux 2.12 for
the problem of low salinity water injection in the last year.
In these moments we have a geomechanics project where we are even going to
model the effects of
Hi Edscott,
Martin Beck implemented exactly that in his PhD thesis in Dumux 2.12 and the
code should be somewhere (check dumux-pub) or ask Martin.
Also this should be much easier to do in Dumux 3.0, as the structure was
developed with something like sequential coupling in mind.
Timo
> Am
I’ve kind of given up on this approach. What I want to try next is to create a
multiprocess run, with an elastic model coupled sequentially with a 2p model.
The first process will solve for the deformations (preferably with the el2p
pdelab formula). This should give me a pressure distribution
One of the main hurdles I have had with Dumux code is figuring out where
properties and typetags are defined, because this sends me opening and closing
files and by the time I 've reached what I was looking for three more questions
have popped up in my mind.
The moment I just got plain tired
Hi Edscott,
I’m assuming you use version 2.12. Can you be more specific? What are these
boundary condition? Why wouldn’t it be possible to solve it with the el2p model?
What does it mean “Newton does not converge on the first step”?
Timo
> Am 22.02.2019 um 20:57 schrieb Ed Scott Wilson Garcia
I am studying th el2p test example to see if it is possible to use it without
modifications to the geomechanics/el2p/model in order to validate the code with
a well known published example of the Mandel problem (Sangnimnuan 2018). My
question is whether the el2p model can be used without
