Hello,
I'm performing some dam-break simulations with Telemac-2D & Sisyphe.
The main configuration parameters are as follows:
dam breach is beeing initiated by an initial breach channel, only non-cohesive bed load transport, Meyer-Peter and Müller formula, one grain size, skin frction correction on, sediment slide on.
Analysing the time dependent breach process or plotting the breach hydrographs for different grain sizes gives me some unexpected results. The breach process is faster with a larger grain size, see enclosed the picture.
I don't have an explanation for this behaviour and cannot figure out what may be the reason.
Anyone has some ideas? It is the skin friction correction or something with the sediment slide algorithm?
I would be very happy for any suggestions.
Clemens