, in Plaxis 2D tutorial.09; if I increased or decreased the geometry in X direction that will give me a different value to the total discharge, and if I specify geometry in flow analysis according to the radius of influence but in this example R=3000*3*(8.25e-5)0.5=81 m and that not same with the geometry in the example that may be same in case you assumed the example like a trench, so I want to know the true and what the base in geometry boundary in plaxis for flow analysis ?
Dear Khalid,
With kind regards,
Dennis Waterman
Dear Dennis,
Firstly, thank you for your reply
Secondly, with the larger model (larger influence zone) I will get a low value for total discharge with each larger model so can I calculate maximum discharge by considering the water level outside the pit is constant and not changing?, then for predicting settlement due to lowering the water level use larger model according to the hydraulic radius? , does this make sense in the case of dewatering from the foundation pit surrounded by cut-off walls and wells inside the pit? or What should I consider as a geometry boundary in this case for accurate results in plaxis for steady state flow?