Hello,
Please find enclosed 4 files in a zip archive: conlim.txt, princi.f, LIQUIDBOUNDARIES.txt, PARAMETROS.txt. You can edit them directly without interface and run the case in a dos window with the command :
telemac2d PARAMETROS.txt
You will see at least water entering the domain. I had to change subroutine bord.f (in princi.f file) so that the discharge is taken in the LIQUID BOUNDARIES FILE and the depth taken in the BOUNDARY CONDITIONS FILE. If your entrance is a supercritical section you should also give the elevations in the LIQUID BOUNDARIES FILE (an extra column with SL(1)). So far I arbitrarily put a depth of 0.1 at the entrance, which is certainly not very good. It could be that your case would be better treated by adding the reservoir in the domain and gradually lowering the bottom topography at every time step, to model the formation of the breach, this would solve all questions on boundary conditions. I have not put an exit on the right, you can do that after.
Your case is very big. If you are not familiar with Telemac you should perhaps play first with the test cases, like the malpasset case (in this case the reservoir is included in the computation), and understand the effect of a few key words. If you are doing a consultancy study you should probably ask for an assistance contract. As a matter of fact we are rapidly heading to our user club now and I will not be able to dedicate a lot more time to your case.
With best regards,
Jean-Michel Hervouet
File Attachment:
File Name:
files.zipFile Size: 11237