Hello all,
First thank you for your answer.
Here is a brief description of my model,I coupled Telemac-2d, Sisyphe and Tomawac in order to better understand the process and the parameters influencing lacustrine delta morphology. I increase the complexity of my model step by step. First, I run telemac-2d alone giving me accurate results then, I try the coupling with sisyphe. The results were also satisfaying that is why I tried the coupling with Tomawac.
I have a liquid boundary file with prescribed discharge at my river inlet (~386 m AMSL)and an open boudary at the level of the Lake Geneva(~372.10 m AMSL)with prescribed elevation.
To simulate wave, I use as boundary condition the website swisslake.net where for different wind conditions and return period, the wave height, period and length are given such that Tomawac computes only the wave dissipation.
In the figure in my previous post, in the first one is represented the bottom elevation of my domaine with the wave force (tomawac simulation alone). In the second one is represented the coupling between telemac, tomawac and sisyphe. The surrounded part of the figure correspond to the "artificial" current geenrated in my domain.
I hope these explanation helps for the understanding of my problem. Hereunder are my .cas file, geometry file and BC file for telemac, sisyphe and tomawac :
Telemac-2d :
Sisyphe :
(same geometry than for telemac)
Tomawac :
(same geometry than for telemac)
Hereunder is a link to the other necessary files (fortran subroutine et liquid boundary file) for launching the simulation : grosfi.ch/cFdcu29S39R
Best regards,
Alexandre