Hi Forum,
I am recently working on cohesive sediment transport in a coastal region, considering both the river input and tidal dynamics. The model has two boundaries:
Boundary 1: Ocean boundary(544 4)
Boundary 2: River boundary(566 5)
With sediment boundary condition:
CONCENTRATION PER CLASS AT BOUNDARIES = 0.0; 0.0001
The hydrodynamic results in TELEMAC2D alone looks fine (validated). When coupling with SISYPHE, the water flux at river boundary looks good but the ocean boundary condition seems not correct in water and sediment flux (see attached). Where could be the problem? Thanks for the advice.
Best Regards,
HY