|
[Sponsors] |
October 10, 2007, 10:01 |
Closed rotating tank with free surface
|
#1 |
Guest
Posts: n/a
|
I'm trying to model something simple: a tank rotating (2.5 rev/seg)with water filling 75% of height at the beginning. I'm using SSG turbulence model(because I undestand that k-e is not useful in these cases), an hexaedric mesh and a standard free surface model. I'm having problems always. Or I get an error saying that the program can't find the "Effvisc" or after 15 iterations I get floating point exception-overflow (even using the upwind scheme). To fix the velocity I tried rotating the mesh and also choosing rotating walls, but I got the same errors. What could be wrong? Thanks in advance.
|
|
October 10, 2007, 19:59 |
Re: Closed rotating tank with free surface
|
#2 |
Guest
Posts: n/a
|
Hi,
RSM turbulence models are much harder to converge than the 2-equation models. Make sure you have the best quality mesh you can do, and use fine timesteps to start it off. You might also start the simulation with k-e or SST and restart changing to SSG after the flow is settled down to make it easier for the SSG model. Glenn Horrocks |
|
|
|
Similar Threads | ||||
Thread | Thread Starter | Forum | Replies | Last Post |
CFX convergence issues with free surface | adenlan | CFX | 3 | September 2, 2011 07:43 |
Linear analytical solution oto the 2D free sloshing water surface elevation | bearcat | Main CFD Forum | 7 | August 5, 2011 21:13 |
The problem about free surface in a rotating cylin | Thomas huang | CFX | 1 | May 16, 2006 07:11 |
Code with reliable free surface capability in a rotating system | Subhasish Roy Choudhury | Main CFD Forum | 1 | September 4, 1998 19:47 |
Modeling Free Surface Flows | Elliot Schwartz | Main CFD Forum | 5 | August 25, 1998 22:03 |