|July 14, 2008, 06:13||
Lift coefficients for Eulerian Multiphase Model
I am modelling the development of a fresh-water-sediment mixture into a saline-water tank. i am using the Eulerian multiphase model with 3 phases.
Saline ambient Water as the Primary Phase Fresh water as Secondary phase Sediment Granular phase as secondary phase
How can i take into consideration the resuspension ot Lift-up of granular phase particles according to the flow momentum?
Is it with the Lift Coefficient in the phase interaction panel?
If yes which value should i use as aproppriate?
Thanks very much in advance
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