Hi,
I'm modelling a flume (30 m long, 6 m width, slope 1%, Ks = 25) with a row of small blocks at 19 m.
Instabilities in velocities and water depth appears in entrance of the model over a time step (see picture). The conditions in a entrance is flow fixed (4.7 m3/s for example), water depth is free, velocities are imposed.
I tried many things (reducing time steps, reducing mesh size, constant turbulence or k-epsilon model, defining a velocity profile in entrance, fixing water depth and velocities, Thompson which seems a little better maybe...) but I can not find where does these instabilities come from !
Would have any idea ? Any tests I could try to find out the problem ?
Thank you
Sincerely,
Pauline Prel