CFD Online Logo CFD Online URL
www.cfd-online.com
[Sponsors]
Home > Forums > Software User Forums > OpenFOAM

Reynolds-Stress Equation

Register Blogs Members List Search Today's Posts Mark Forums Read

Like Tree2Likes
  • 2 Post By Tobi

Reply
 
LinkBack Thread Tools Search this Thread Display Modes
Old   May 21, 2016, 12:41
Default Reynolds-Stress Equation
  #1
Super Moderator
 
Tobi's Avatar
 
Tobias Holzmann
Join Date: Oct 2010
Location: Tussenhausen
Posts: 2,708
Blog Entries: 6
Rep Power: 51
Tobi has a spectacular aura aboutTobi has a spectacular aura aboutTobi has a spectacular aura about
Send a message via ICQ to Tobi Send a message via Skype™ to Tobi
Hi all,

I have a problem deriving the Reynolds-Stress equation. I am trying to get the same results as Wilcox but - no chance. I always get one more term in the convective term and I don't know what they actually do to get rid of the term that I get. The derivation is in the attachment. The problem is the term:

-\bar u_k \frac{\partial \tau_{ji}}{\partial x_k}

that is not included in the derivation of Wilcox.

A few hints:
  • Linear terms in fluctuations are zero
  • Derivation in \frac{\partial u_k'}{\partial x_k} = 0
  • Mass conservation is clear (:
All hints are appreciated. I think I make a simple mistake or do something wrong in a mathematic point of view.

I also can achieve this equation:

\underline{-\bar u_k \frac{\partial \tau_{ij}}{\partial x_k}} - \bar u_k \frac{\partial \tau_{ji}}{\partial x_k} -  \bar u_j \frac{\partial \tau_{ik}}{\partial x_k} - \bar u_i  \frac{\partial \tau_{jk}}{\partial x_k} - \underline{ \tau_{ik} \frac{\partial \bar u_j}{\partial x_k} - \tau_{jk} \frac{\partial \bar u_i}{\partial x_k} + \frac{\partial}{\partial x_k}  \rho \overline{u_i' u_k' u_j'}} + \frac{\partial}{\partial x_k} \rho \overline{u_j' u_k' u_i'}

But in Wilcox only the underlines terms are mentioned.
Attached Files
File Type: pdf ReynoldsStressEquation.pdf (28.1 KB, 19 views)
__________________
Keep foaming,
Tobias Holzmann
Tobi is offline   Reply With Quote

Old   May 22, 2016, 02:52
Default
  #2
New Member
 
VladJ
Join Date: Feb 2012
Location: Belgium
Posts: 18
Rep Power: 14
kingeorge is on a distinguished road
Tobias,
Have you possibly taken a look at the lecture notes of prof. Lars Davidson form Chalmers. He has done a section on transport equation for Reynolds stresses and it might be helpful.

http://www.tfd.chalmers.se/~lada/pos...ing.pdf#page76

Cheers and looking forward to see your derivation.
kingeorge is offline   Reply With Quote

Old   May 22, 2016, 03:40
Default
  #3
Super Moderator
 
Tobi's Avatar
 
Tobias Holzmann
Join Date: Oct 2010
Location: Tussenhausen
Posts: 2,708
Blog Entries: 6
Rep Power: 51
Tobi has a spectacular aura aboutTobi has a spectacular aura aboutTobi has a spectacular aura about
Send a message via ICQ to Tobi Send a message via Skype™ to Tobi
Please click one of the Quick Reply icons in the posts above to activate Quick Reply.

Hi Vladimir,

thanks for that hint. I will check it out. Yesterday I switched from Einsteins summation convention to the real derivatives. I think in this way it is clearer but for example, in the convective term for the first of 9 parts I get 20 terms

Concentration is the thing you need.
I will see if this will work but I will definitely check out your link. Maybe I am doing something wrong in mathematics or even its only due to the symmetry of the tensor.
__________________
Keep foaming,
Tobias Holzmann
Tobi is offline   Reply With Quote

Old   May 22, 2016, 08:31
Default
  #4
Super Moderator
 
Tobi's Avatar
 
Tobias Holzmann
Join Date: Oct 2010
Location: Tussenhausen
Posts: 2,708
Blog Entries: 6
Rep Power: 51
Tobi has a spectacular aura aboutTobi has a spectacular aura aboutTobi has a spectacular aura about
Send a message via ICQ to Tobi Send a message via Skype™ to Tobi
Quote:
Originally Posted by kingeorge View Post
Tobias,
Have you possibly taken a look at the lecture notes of prof. Lars Davidson form Chalmers. He has done a section on transport equation for Reynolds stresses and it might be helpful.

http://www.tfd.chalmers.se/~lada/pos...ing.pdf#page76

Cheers and looking forward to see your derivation.

Nice book,

so why I am doing it ... no its good for my understanding. Unfortunately he only showed the Reynolds-Stress equation without the derivation.
__________________
Keep foaming,
Tobias Holzmann
Tobi is offline   Reply With Quote

Old   May 22, 2016, 15:18
Default
  #5
Super Moderator
 
Tobi's Avatar
 
Tobias Holzmann
Join Date: Oct 2010
Location: Tussenhausen
Posts: 2,708
Blog Entries: 6
Rep Power: 51
Tobi has a spectacular aura aboutTobi has a spectacular aura aboutTobi has a spectacular aura about
Send a message via ICQ to Tobi Send a message via Skype™ to Tobi
Okay. Got it (:
Dipsomaniac and kingeorge like this.
__________________
Keep foaming,
Tobias Holzmann
Tobi is offline   Reply With Quote

Reply

Thread Tools Search this Thread
Search this Thread:

Advanced Search
Display Modes

Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Trackbacks are Off
Pingbacks are On
Refbacks are On


Similar Threads
Thread Thread Starter Forum Replies Last Post
Setting the height of the stream in the free channel kevinmccartin CFX 12 October 13, 2022 21:43
[ANSYS Meshing] Error in Workbench "Unable to attach to geometry file" Jeremie84 ANSYS Meshing & Geometry 70 October 25, 2017 16:03
error message cuteapathy CFX 14 March 20, 2012 06:45
reynolds stress components in CEL Roberto CFX 0 December 3, 2008 03:29
reynolds stress tufito Main CFD Forum 3 March 10, 2005 15:40


All times are GMT -4. The time now is 15:03.