Turbulence in pipe flow

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fhtagn

fhtagn

May 11, 2012 1:43pm UTC

Turbulence in pipe flow

Hi,

I am studying the Navier Stokes equation in the context of pipe flow. As of now, I am using Water, modeling it as incompressible, with outlet at 0 Pa and a parabolic inlet profile. (currently at 2D, but moving to 3D as things advance).

I am currently using Fluid Flow>Single-Phase Flow>Laminar Flow, as my inlet is a stable velocity profile and the turbulence, if any, will arise due to obstacles inside the pipe.

I have been playing with it, doing the Von Karman vortexes simulation (www.comsol.com/showroom/gallery/361/), looking into a moving mesh (www.comsol.com/showroom/gallery/361/), as my object might be able to move subjected to the flow.

My question is: how far can I push the Laminar Flow module? I am looking for turbulence, so I don't think I should be using a Turbulence specific model (it forces turbulence, and requires me to input parameters specific for turbulence, that clearly doesn't exist at the start). On the other hand, I don't know if the Laminar Flow module will be able to propely simulate turbulence.

What should I be using then?

Thank you for input.

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Ivar Kjelberg

Ivar Kjelberg

May 11, 2012 1:58pm UTC in response to fhtagn

Re: Turbulence in pipe flow

Hi

I'm no CFD expert, but still, I do not beleive the laminar flow should be used to approach turbulence, however you can plot the Reynolds number and use that to get a feeling where you are. Check the litterature where you should put the Reynolds limit for laminar to turbulent transition. then use the average laminar flow as input intial conditions to a turbulent model

--
Good luck
Ivar

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fhtagn

fhtagn

May 11, 2012 2:31pm UTC in response to Ivar Kjelberg

Re: Turbulence in pipe flow

I understand.

I am computing the Reynold number as the average of the velocity magnitude is the pipe main direction, per pipe cross section. I have experimented with various Re.

The literature is a bit vague as to what Reynold number is the critical one, and the experiments and simulations I found led me to believe the critical Reynold number varies with the perturbation used (cylinder, perpendicular plane, whatever).

Your suggestion is, after simulating for a bit with the Laminar Flow model, I should take the end values and input that to the turbulence model?

Thank you

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Ivar Kjelberg

Ivar Kjelberg

May 11, 2012 2:41pm UTC in response to fhtagn

Re: Turbulence in pipe flow

Hi

exactly that is "my way" but i'm not regularly using CFD, (more structural, thermal, ACDC, RF ...)

COMSOL has a predefined variable for the "cell" reynolds number related to the local mesh size, by the way most "CFD numbers" are predefined in COMSOL now, check your Postprocessing variable list

--
Good luck
Ivar

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fhtagn

fhtagn

May 11, 2012 3:03pm UTC in response to Ivar Kjelberg

Re: Turbulence in pipe flow

Thank you, I will look into that.

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Akmal Hidayat

Akmal Hidayat

September 20, 2013 9:18am UTC in response to fhtagn

Re: Turbulence in pipe flow

Hi,

i have almost the same issues. i'm working electromotor, which (should) oil cooled. oil flows through air gap. we are suspecting that the oil causing viscous heating, since it has high viscosity (dynamic).

firstly i assume that this should be a laminarer case. so i calculate with conjugate heat transfer (NITF). At 1000 rpm for 700 second the temp rising fron 20 to 30 degC. The maximum "cellRe" 14 dan Prandt 1500. it's fine, laminar case has Re <10^5 and 0,6<Prandt<2000.

then i tried to use turbulence model type: RANS and turbulence model: k-epsilon.

Doc says "The standard k-ε model is the most widely used turbulence model since it is often a good compromise between accuracy and computational cost (memory and CPU-time)".

But the calculated Re is different. "cellRe" = 1e-10 and Pr is same. It is still laminar case actualy. I'm still wondering, why "cellRe" has a huge difference?

"Low Reynolds number k-ε model" instead of "k-epsilon" wont run.

i calculate it manualy Re =9 and Pr =ca. 1000, also laminar.

I'm using 4.3b

regards
akmal

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Martijn Weterings

Martijn Weterings

September 20, 2013 1:33pm UTC in response to Akmal Hidayat

Re: Turbulence in pipe flow

---- "Low Reynolds number k-ε model" instead of "k-epsilon" wont run. ----

This might be because the wall distance is not calculated in the study node.

This happens if you first add a study that does not require the calculation of wall distance (as standard k-epsilon) and then change the physics to something that does require the wall distance to be calculated.

The study node does not change when you adjust the physics. The solution is to add an extra study node (then you automatically get all the standard stuff for the newly selected physics).

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Ammar Alsabery

Ammar Alsabery

April 29, 2014 2:22pm UTC in response to fhtagn

Re: Turbulence in porous media

i want do turbulence in porous media,,which model should i choose from add physics?



thank you

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Martijn Weterings

Martijn Weterings

April 30, 2014 3:59pm UTC in response to Ammar Alsabery

Re: Turbulence in porous media

If you select the brinkman equation (instead of the Darcy flow) then you can include an inertial term (but this is not turbulence).

What kind of problem requires you to consider turbulence in porous media?

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Ammar Alsabery

Ammar Alsabery

May 1, 2014 12:57am UTC in response to Martijn Weterings

Re: Turbulence in porous media

actually, i want do the model in the paper i attached, but i don't know which one i should from add physics list

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Martijn Weterings

Martijn Weterings

May 15, 2014 12:07am UTC in response to Ammar Alsabery

Re: Turbulence in porous media

In the paper they consider macroscopic flow.

You might be able to do the same with the k-epsilon equations (not with porosity) in comsol but you do need to be carefull for the difference between modified quanties (with subscript capital D) versus microscopic quantities. Further than that I only notice a difference in the the fifth term on the right of equation 4 which, I believe, you can manually add to the comsol equations by adding a force term. This term stems from darcy's law and is the friction between the porous medium and the fluid.

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Ammar Alsabery

Ammar Alsabery

May 15, 2014 1:45am UTC in response to Martijn Weterings

Re: Turbulence in porous media

thank you very much..

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