rodv89
Civil/Environmental
- Feb 19, 2014
- 4
Hi to all,
I'm trying to study the flow throught a porous soil. Please see the attachment. So i used *SFLOW load for define the drainage only flow condition on the free surface but what boundary condition i have to use for the vertical surface where the soil is continue (please see the seconda attachment named: BORDER_BC)?
Any help will be appreciated
Thanks
I'm trying to study the flow throught a porous soil. Please see the attachment. So i used *SFLOW load for define the drainage only flow condition on the free surface but what boundary condition i have to use for the vertical surface where the soil is continue (please see the seconda attachment named: BORDER_BC)?
Any help will be appreciated
Thanks