I took a look to your Sisyphe's file.
As you're coupling 3D hydrodynamics processes with sediment transport, why are you solving suspended sediment transport within Sisyphe, which provides the solution the depth-averaged equation? This process must be solved in Telemac-3d.
My suggestions:
(1) proceed step by step. Deactivate the SUSPENDED = YES and associated keywords in SIS and run your case considering only bedload transport
- take a look to you CLI (boundary condition files). Did you set correctly the flag values 4 and 5 for sediment inflow and outflow boundaries? (take a look to the examples).
(2) after solving the problem, proceed by coupling the 3D suspended sediment transport process.
(3) Consider moving to GAIA, the new sediment transport module available from v8p1. Take a look to
www.researchgate.net/publication/3361267...EMAC-MASCARET_system
Cheers!
Pablo