Dear all,
In SISYPHE, mixed sediment problem only with a view to suspension had been handled in TELEMAC, but the bedload term still seems confusing in the version v8p1 (according to the usermanual). Is there something NEW about that?
In some estuaries, we found that both terms matter in the channel dredging problem. It really confuses me how to solve with that appropriately. May i get some tips or examples first before revising some related Fortran files?
Thank you!
Haoyan