Hello,
I have been trying to use the SeepageFace boundary condition at the bottom boundary (z-lower) when modeling groundwater flow within a watershed for rainfall-induced landslide applications.
The ParFlow manual does not appear to provide an example of how to implement this boundary condition. Is the following setup correct?
pfset Patch.z-lower.BCPressure.Type SeepageFace pfset Patch.z-lower.BCPressure.Cycle "constant"Since changing the bottom boundary condition from FluxConst to SeepageFace, ParFlow has been crashing (see attached snapshot), so I am wondering whether I am missing an additional parameter or setting.
1. How can I fix this issue?
Do I need to specify a pressure value, for example:
However, my understanding is that this would impose a zero-pressure condition at the bottom boundary, which seems inconsistent with the purpose of using a seepage-face boundary condition.
2. Is applying a SeepageFace boundary condition at the bottom boundary appropriate for modeling shallow rainfall-induced landslides within a watershed?
My goal is to represent groundwater flow conditions as realistically as possible while assessing slope instability triggered by rainfall.
Thank you in advance for your help.
Best,
Mirna
Hi Steve,
Thank you for your reply!
What is the advantage of using the SeepageFace boundary condition if I still need to specify a constant flux? In that case, wouldn't a FluxConst boundary condition achieve the same result?
The manual mentions that SeepageFace allows flow freely through the boundary.
Thank you for your help.
Best,
Mirna