Hi Johannes,

it sounds like you want to solve (Navier)Stokes on an explicitly resolved pore 
geometry? Or do you want to use Darcy's law without resolving the pores but 
using saturation, permeability, porosity and so on? The first case would 
currently be impossible with Dumux since we don't have a two-phase Stokes 
model. The second case would be feasible, we could look at how much time it 
needs for one time step and then estimate the overall cost.


Kind regards

Bernd



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_______________________________________________________________

Bernd Flemisch                         phone: +49 711 685 69162
IWS, Universität Stuttgart             fax:   +49 711 685 60430
Pfaffenwaldring 61            email: [email protected]
D-70569 Stuttgart            url: www.hydrosys.uni-stuttgart.de
_______________________________________________________________
________________________________
Von: Dumux <[email protected]> im Auftrag von Johannes 
Koestel <[email protected]>
Gesendet: Mittwoch, 3. April 2019 14:59:24
An: [email protected]
Betreff: [DuMuX] system requirements for Dumux with 2C2P in 3-D

Hej,

I am interested in using Dumux to run flow and transport simulations in soil 
with 3-D resolution.

Could you help me with getting an idea about the computational demands?

More specifically:
How much days would I approximately need to …
.. model water and air flows (2c2p) under transient conditions in soil (without 
fissures or similar) ..
.. and a perfectly conservative tracer transport with it (say D2O) ..
.. in a 3-D domain with 250 megavoxels …
.. using an Intel Xeon with 40 CPUs @2.4 GHz, 128 GB RAM?

Will it be hours, days or years? Will it run at all on such a system?

Thanks a lot for your help,

Cheers from Sweden,

/John

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