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Wall functions - questions about implementation

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Old   October 10, 2018, 15:52
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Roman Thiele
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Quote:
Originally Posted by meihua View Post
I think the above thinking is correct. But I have a question, how to apply the wall shear stress into the momentum equation discretizations as a boundary condition?

Hi meihua,


The wall shear stress is implemented through the turbulent viscosity on the wall, since it is 0 on the wall, it can be re-used for other purposes.


You can find the implementation and derivation in the thread and post nutWallFunction


Cheers,
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Old   October 10, 2018, 15:59
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Hi Roman,

Thanks for your quick reply. I want to apply the LES wall model in OpenFoam. Now by the log law, I have calculated the wall shear stress. Then I would like to use this wall shear stress as a boundary condition for the LES. Now I am stuck in this step. Do you think this is possible? Could you show me some ideas or hints how to do it?

Thanks!
Meihua

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Originally Posted by romant View Post
Hi meihua,


The wall shear stress is implemented through the turbulent viscosity on the wall, since it is 0 on the wall, it can be re-used for other purposes.


You can find the implementation and derivation in the thread and post nutWallFunction


Cheers,
Roman
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Old   October 25, 2018, 16:43
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Hi Meihua,


It should work the same as for the nut. I think what you have to do is take the nuSGSWallFunction instead of the nutWallFunction and use a similar approach. The nuSGS is 0 at the wall.


By taking a look at the nutWallFunction's implementation in the file, you might get an idea of how to do it in a modified nuSGSWallFunction



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Old   June 14, 2019, 07:05
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Hi, I am trying to simulate viscoelastic fluid over a bluff body. I have udf for voscoelasticity (addition of polymers) also applying shear stress at wall. but now I want to apply on a bluff body having slip boundary.Can anyone please help me to write udf for Navier slip boundary.
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Old   May 6, 2020, 11:11
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Quote:
Originally Posted by AlmostSurelyRob View Post
The expression you give
k = utau²/sqrt(Cmu)
has been established for logarithmic subregion only (300>y+>30). This is also called constant shear layer (correct me if I am wrong!). Experiments show that it is an okay approximation for log region.
Hi, k = utau²/sqrt(Cmu) this expression should be right in the near wall cell. However, I checked the k value in the near wall cell, which is not consistent with that formula. In Spalding wall function, k is calculated by the own transport equation even in the near wall cell. Thus, how can we keep the expression k = utau²/sqrt(Cmu). Anybody know this issue?
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