|April 18, 2014, 15:31||
Insufficient Granular Settling
Join Date: Apr 2014
Posts: 1Rep Power: 0
I am having difficulty achieving realistic solids settling. I am trying to simulate water carrying sandstone granules (1/4 inch diameter) in the annulus between to pipes (OD's of 8 in and 4.5 in). According to experimental data, at the flow rate I am using (200 gpm), approximately 210 lbs of sandstone should be in a 25 ft section at stead state. I am getting about 5 lbs in Fluent.
I am using Fluent 14.5, and I am using the Euler multiphase model with a granular second phase. Also, I am using the Reynolds Stress dispersed viscosity model. I have seen papers describing issues with drag coefficients, so I am using the Gidaspow drag model with the Brucato drag factor modification. I have also tried several turbulent dispersion models with no luck.
Does any one have any advice to help me achieve a more realistic simulation?
Thank you in advance.
|April 21, 2014, 10:17||
Join Date: Nov 2011
Posts: 179Rep Power: 5
Check in the phase interaction panel, there are various options for different other forces that can be used like turbulence dissipation etc.
Try changing them and lets see if you may have some luck.
|drag coefficient, euler, granular, multiphase, settling|
|Thread||Thread Starter||Forum||Replies||Last Post|
|Simulation of granular material||Philippe||Main CFD Forum||1||February 13, 2013 09:10|
|Eliminating exchange energy between phase in Granular Temperature diff eqn.||cfdbusiness||FLUENT||0||February 2, 2010 23:30|
|the maximum value of granular temperature||haijj||FLUENT||0||August 25, 2008 05:02|
|Multiphase Euler Granular Parameter||Javier||FLUENT||1||June 1, 2007 06:29|
|kinetic theory of granular flow problem||user||CFX||0||August 7, 2006 10:42|