HYDROdynamic shape optimization
 

Hi every one

Im not that much familiar with SU2 so I have somehow a general question


Can I use the code for HYDROdynamic shape optimization? What are the difficulties? Does higher loading, stronger fluid structure interaction, as well as the potential cavitation, and hydroelastic instabilities make count as difficulties for this solver?

and
as u know ANSYS fluent have adjoint solver too , I want to know what are the benefits of SU2 compared to ANSYS adjoint solver?