Thank you for th eprompt reply
I quoted this from the TOMAWAC manual,
"while TOMAWAC solves the wave action density conservation equation with reference to those current and water depth values and returns to TELEMAC the updated values of the wave driving forces FX and FY acting
on the current."
Doe this mean that, the effect of waves on the bottom shear stress or wave induced bottom friction, which might be an order of magnitude greater, wont be considered in TELEMAC-TOMAWAC coupling? Unless someone couples TELEMAC-TOMAWAC-SISYPHE (even for cases that sediment transport modelling is not the objective)?
Cheers