For those interested, this is my solution (it's fairly obvious, in retrospect):
The answer is that the load applied here is a flux (q) (and not a 'velocity' as I first assumed) which has units (m3/s)/m2 = m/s. Abaqus assumes unit area then applies darcy's law [1] to convert this flux to a...
Hello
I am trying to model a production well in Abaqus FE. The setup is for now a simple geometry of three horizontal pore pressure layers. To model the removal of the fluid I am using a concentrated pore fluid load at a node (or group of nodes) in the middle layer. According to the abaqus...
