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July 18, 2024 at 8:02 am
Simo
Subscriber
Good morning,Â
Yes, i looked for the model in the user guide, and I've assimilated my concrete sample like a packed bed by my experimental data. The fluid still rising a lots, and seems there's no materials in porous media. I calculate the both coefficients alpha (and then 1/alpha) and C2 and i put them in the porous schedule. Maybe the problem is the hydrostatic pressure i give: to simulate that i put a slow velocity to 0.001, could be that correct? My sample is just in contact with water. No pressure applied.Â
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Thanks for the answer.Â
Simone.Â