Hello
Researchers I hope you are doing well. can anyone guide me regarding the modeling of the sediment-water mixture flow ( granular debris flow) in the CFD domain using Ansys Fluent? will the Eulerian model or mixture model is suitable for it with VOF techniques? Thanks in Anticipation.
De la Segunda Ley de Newton: F = m*a
m dv/dt = mg + Fr
mdv/dt = mg - C*v
Donde: m= masa dv/dt= aceleración g= Fuerza de gravedad
C= Constante de fricción v= Velocidad de sedimentación.
Espero te sirva de ayuda.
I have worked on several big sediment transport projects funded by the US Army Corps of Engineers, the USGS, the US EPA, the US Department of the Interior, and the Department of Defense, but I've never used a "CFD code" for this purpose. I suggest you look to the Civil Engineering literature. How about GSTARS or TSSDS or SED123?
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