Hello,
I'm modeling the disposal of saline wastewater in a deep, confined aquifer that is 50 m thick. I plan on using an axisymmetric projection and having the disposal well located along the entire length of the left-hand side of the model. I would like to simulate the well using a discrete feature, but am having some difficulty understanding some of the parameters (and how they should be determined given the projection type), specifically Thickness and Hydraulic Aperture (using the Hagen-Poiseuille setting).
Would anyone be able to shed some light on this, or point me towards some resources on the topic?
Thanks