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

Help with velocity profile for rotating channel flow

Register Blogs Community New Posts Updated Threads Search

Reply
 
LinkBack Thread Tools Search this Thread Display Modes
Old   June 22, 2020, 05:20
Default Help with velocity profile for rotating channel flow
  #1
Member
 
Join Date: Feb 2019
Posts: 65
Rep Power: 7
cfdnewb123 is on a distinguished road
I have difficulty replicating the general shape of the velocity profile for the rotating channel flow from DNS data. I introduce angular velocity=21 rad/s to "frame motion" and channel wall at absolute frame. I am using the Reynolds stress model with SOU for TKE & TDR.

The flow is driven by a constant pressure gradient dP/dx and because of that, I try using two different boundary conditions to match that.
1) For the first boundary conditions, I use translational periodic boundary conditions between inlet and outlet.
2) For the second boundary conditions, I use pressure inlet & pressure outlet with the gage pressure for the inlet set based on the constant pressure gradient.

https://imgur.com/gkTz2HU

Edited: However, both methods are to no avail as my velocity profile is quite off especially along the initial slope. I try increasing the velocity but the slope of the initial profile did not become less steep at all. Please help as I am so stuck at this

Last edited by cfdnewb123; June 22, 2020 at 05:48. Reason: wrong usage of terms
cfdnewb123 is offline   Reply With Quote

Old   June 22, 2020, 05:28
Default Profile
  #2
Senior Member
 
vinerm's Avatar
 
Vinerm
Join Date: Jun 2009
Location: Nederland
Posts: 2,946
Blog Entries: 1
Rep Power: 35
vinerm will become famous soon enough
The profile from your simulation is actually steeper (except with RSM, pressure inlet and outlet) than it should be, at both ends. You may be able to improve it with fine tuning of mesh, RSM model options, and numerical schemes, but I doubt that would be very fruitful. This might be the best you get with RSM. Though being a relatively expensive model, it is still RANS and suffers from many limitations. Except being able to model anisotropy, it can perform worse then EVMs under many conditions.
__________________
Regards,
Vinerm

PM to be used if and only if you do not want something to be shared publicly. PM is considered to be of the least priority.
vinerm is offline   Reply With Quote

Old   June 22, 2020, 05:47
Default
  #3
Member
 
Join Date: Feb 2019
Posts: 65
Rep Power: 7
cfdnewb123 is on a distinguished road
Thanks for the response. I am mistaken in my earlier post as I want the initial profile to be less steep not steeper.

Does it mean that I cannot get a better profile with RSM? May I ask what do you mean by "it can perform worse than EVMs under many conditions"? I did test the problem using the k-epsilon model but I still get the same result. I thought I should be able to get a good profile using RSM as the paper "Modeling rotational effects in eddy-viscosity closures" by Peterson uses a k-epsilon variant and his result seems quite good.
cfdnewb123 is offline   Reply With Quote

Old   June 22, 2020, 06:37
Default Rsm
  #4
Senior Member
 
vinerm's Avatar
 
Vinerm
Join Date: Jun 2009
Location: Nederland
Posts: 2,946
Blog Entries: 1
Rep Power: 35
vinerm will become famous soon enough
What I implied is that RSM is not always better than EVMs, such as, k-\varepsilon or k-\omega. The only addition it has is anisotropy. That is useful in certain circumstances, such as, highly swirling flows. But EVMs can predict better than RSM in most cases. So, try with SST k-\omega or RNG k-\varepsilon; you might get better predictions.
__________________
Regards,
Vinerm

PM to be used if and only if you do not want something to be shared publicly. PM is considered to be of the least priority.
vinerm is offline   Reply With Quote

Old   June 23, 2020, 10:27
Default
  #5
Member
 
Join Date: Feb 2019
Posts: 65
Rep Power: 7
cfdnewb123 is on a distinguished road
Thanks for the suggestion. I try using the two solvers that you suggested but the difference is not much and the initial slope of the profile did not become less steep. Is it because of my wall friction velocity? Because the papers that I read all prescribed wall friction velocity and I did not do anything like this as I do not know how to set this on Fluent.
cfdnewb123 is offline   Reply With Quote

Old   June 23, 2020, 10:30
Default Wall Shear
  #6
Senior Member
 
vinerm's Avatar
 
Vinerm
Join Date: Jun 2009
Location: Nederland
Posts: 2,946
Blog Entries: 1
Rep Power: 35
vinerm will become famous soon enough
If a friction velocity has been prescribed in the work you are trying to validate against, then it is certain that you won't match the results until you do the same. To prescribe friction velocity, convert it into shear stress and apply at the wall.
__________________
Regards,
Vinerm

PM to be used if and only if you do not want something to be shared publicly. PM is considered to be of the least priority.
vinerm is offline   Reply With Quote

Old   June 24, 2020, 09:30
Default
  #7
Member
 
Join Date: Feb 2019
Posts: 65
Rep Power: 7
cfdnewb123 is on a distinguished road
Thanks for the response. I try applying the udf for shear stress but I have some issue with it. I narrow down the problem to the pressure gradient which I used as C_P_G(c,t)[0]. When I set pressure gradient with a constant, the udf works fine but not when I used the macro. Is there something wrong with the pressure gradient?

Edit: I resolved my udf, so sorry for the trouble.
cfdnewb123 is offline   Reply With Quote

Old   June 25, 2020, 08:46
Default
  #8
Member
 
Join Date: Feb 2019
Posts: 65
Rep Power: 7
cfdnewb123 is on a distinguished road
Quote:
Originally Posted by vinerm View Post
If a friction velocity has been prescribed in the work you are trying to validate against, then it is certain that you won't match the results until you do the same. To prescribe friction velocity, convert it into shear stress and apply at the wall.
Does prescribing the friction velocity in terms of shear stress enforce the prescribed friction velocity? I try defining the shear stress tau in terms of friction velocity using this equation u*=sqrt{tau/rho}. However, the result does not produce the intended friction velocity of 0.141.

For non-rotating channel, the friction velocity was ten times than prescribed and it goes in the negative direction.
https://imgur.com/OljnC4Y

For rotating channel, the friction velocity are so off and both ends are not of the same magnitude. However, the velocity profile does looks better.
https://imgur.com/fdcH6wH
cfdnewb123 is offline   Reply With Quote

Old   June 25, 2020, 09:05
Default Friction Velocity
  #9
Senior Member
 
vinerm's Avatar
 
Vinerm
Join Date: Jun 2009
Location: Nederland
Posts: 2,946
Blog Entries: 1
Rep Power: 35
vinerm will become famous soon enough
What you are plotting is velocity-magnitude, not friction velocity. Friction velocity is given as

\sqrt{\frac{\tau_w}{\rho}}

where \tau_w is wall shear stress.
__________________
Regards,
Vinerm

PM to be used if and only if you do not want something to be shared publicly. PM is considered to be of the least priority.
vinerm is offline   Reply With Quote

Old   June 26, 2020, 10:35
Default
  #10
Member
 
Join Date: Feb 2019
Posts: 65
Rep Power: 7
cfdnewb123 is on a distinguished road
Thanks so much for the response and patience. I confuses velocity with friction velocity. The friction velocity is indeed what I prescribed. However, the result is still weird as shown in my earlier post. I think the issue is the pressure gradient which is supposed to be equal to -1 and drive the flow. I enforce this pressure gradient by setting the inlet & outlet to periodic.

However, when I plot my static pressure, it shows that the pressure is zero!
https://imgur.com/6OMdPrj
Or does the pressure gradient option under periodic condition refers to total pressure (=static + dynamic)? However, the total pressure is just a horizontal line which means pressure gradient is zero. Is there a way to enforce this fix pressure gradient between inlet and outlet?
cfdnewb123 is offline   Reply With Quote

Reply

Tags
channel flow, reynolds stress model, rotating, turbulence


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
How to calculate mean velocity profile for channel flow michel1988 OpenFOAM Post-Processing 3 November 20, 2019 09:09
UDF parbolic inlet velocity profile for 3D channel flow. srv537 FLUENT 0 August 6, 2016 02:21
InterFoam - Validation for velocity profile in simple channel me.ouda OpenFOAM Running, Solving & CFD 0 October 19, 2015 06:42
Parabolic Velocity profile in a channel mohsen cheraghi OpenFOAM Running, Solving & CFD 3 April 13, 2011 04:21
Variables Definition in CFX Solver 5.6 R P CFX 2 October 26, 2004 02:13


All times are GMT -4. The time now is 17:48.