|
[Sponsors] |
December 5, 2005, 17:38 |
Sloshing: Turbulent/Laminar/Inviscid?!?!
|
#1 |
Guest
Posts: n/a
|
I'm searching for opinions on the best way to model sloshing in a rectangular domain with air/water. The sloshing motion is pure sway motion: A * sin (omega * t). I have all the required UDF's, etc... I was just curious about the proper viscosity model. It seems that you can get away with inviscid flow for small amplitude waves. However, once you get near the natural period of the fluid you can get resonant conditions. Higher amplitudes lead to breaking waves and fluid hitting the tank top. I've tested all three viscosity models but what really dominates the flow?!
|
|
December 6, 2005, 05:22 |
Re: Sloshing: Turbulent/Laminar/Inviscid?!?!
|
#2 |
Guest
Posts: n/a
|
your model is turbulance you must use turbolence model
|
|
|
|
Similar Threads | ||||
Thread | Thread Starter | Forum | Replies | Last Post |
Force Window and sloshing mass | satellite_control | FLOW-3D | 0 | October 6, 2011 10:04 |
Linear analytical solution oto the 2D free sloshing water surface elevation | bearcat | Main CFD Forum | 7 | August 5, 2011 21:13 |
Calculating Sloshing mass in a cylinder | satellite_control | FLOW-3D | 0 | June 20, 2011 06:34 |
Sloshing frequency determination | alastormoody11 | STAR-CCM+ | 0 | January 20, 2011 23:40 |
Udf for sloshing problem | D.Martelli | Fluent UDF and Scheme Programming | 0 | December 9, 2009 12:21 |