You do not have permission to delete messages in this group
Copy link
Report message
Show original message
Either email addresses are anonymous for this group or you need the view member email addresses permission to view the original message
to Modelling of Coastal Aquifers
sir, i would like to know basic steps i need to do in FEFLOW to model SWI in FEFLOW. suppose i hav a calibrtaed 3d flow model, how can i do SWI in it? one of my study area boundary is covered by sea