I'm studying hydraulic engineering at University of Udine, Italy. I'm doing some tests with hydrodinamc module of MIKE 21 FM.
I’m dealing with some questions to solve.
I need to know the relations that MIKE 21 FM HD uses between the variables along an open boundary: more in detail i need to know how the velocity components are calculated if i select a level boundary condition or a flux boundary or a discharge one.
In the same way i would like to know the equations used to determine the level (surface elevation or total water depth) if a velocity or a flux boundary are imposed.
Is there anyone who can help me?
Thank you.
