Good evening,
I'm currently facing challenges while comparing my Telemac2D results with another mathematical model. I'm seeking assistance in gaining a better understanding of the mathematics integrated into Telemac's treatment of boundary conditions. I would greatly appreciate any help or guidance that you can provide.
To provide some context, the simulation I'm running pertains to a river domain where the prescribed discharge at the inlet is represented by a hydrograph.
Thank you in advance.