Discussion Closed This discussion was created more than 6 months ago and has been closed. To start a new discussion with a link back to this one, click here.
Applying open boundary (Fixed head) in Darcy's Law for fluid flow
Posted Mar 14, 2019, 10:42 a.m. EDT Fluid & Heat, Porous Media Flow, Equation-Based Modeling Version 5.3a 0 Replies
Please login with a confirmed email address before reporting spam
Hi,
I have a 3D hydrological model in which I would like to assume the open boundary (fixed head boundary) for the lateral surfaces of my model. Therefore, the head for any arbitrary point on lateral surfaces should be equal to the corresponding top Z value of each surface [H(x,y,z)=Z_top(x,y)].
Unfotunately, I don't know how to implement this in COMSOL! I added a "hydraulic head" boundary condition in my "Darcy's Law" interface, and chose all the lateral surfaces, but don't know what should I write for the "H0"!
Attached is my model I would be really appreciated if anyone can help me in this
Attachments:
Hello Brian Mojarrad
Your Discussion has gone 30 days without a reply. If you still need help with COMSOL and have an on-subscription license, please visit our Support Center for help.
If you do not hold an on-subscription license, you may find an answer in another Discussion or in the Knowledge Base.