open TELEMAC-MASCARET The mathematically superior suite of solvers

Hello Fabrice,

I am currently testing the new version of Fudaa-Bore. The interface is greatly improved over the old.

I have some questions about Bore.
- For the boundary conditions, I wanted to try: Condition limit calculation -> the response of the error code. These conditions are they coded? or, I use a lot?
- Another question now, is introduced on all of our profiles across the floodplain. In the old version of our model, only the main channel was taken into account. I tried in vain to test all functions to have, I can not stop filling the floodplain when the riverbed has not overflow, see an example of a model (simple) below.




I also moved the SG and SD, progressive overflow ... In short, I always find the same solution. Is there a solution to this problem.

kind regards

Hello Laurent,

the boundary condition can only be supplied by computation if :
- you have a supercritical outflow (free conditions);
- or normal flow conditions (which is rare...)

With FM 3.4, the post-treatment has yet to address the type of progressive overflow. That's why you sometimes see water in the floodplain or in the ineffective flow area even if no overflow occurs in the computation.

Regards