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- - [ANSYS Meshing] **Grid refinement ratio for unstructured mesh**
(*http://www.cfd-online.com/Forums/ansys-meshing/113894-grid-refinement-ratio-unstructured-mesh.html*)

Although I never followed that method, but what I heard is that you need to refine the successive meshes in such a way that it should be double of the former.
For example : 2k, 4k, 8k. If the problem is 1D. Then you have to make the refinement by factor of 2 (2 power 1) in x-direction If the problem is 2d then you have to make the refinement in each direction by factor square root of 2. If the problem is 3d then you have make the refinement in each direction by factor of cube root of 2. I dont know how you can achieve that ratio for tetra mesh and specially for patch independent method (may be by playing with surface size). |

Thanks Far. A bit of search and I realized that dimensionality D is actually the no. of directions in which there is significant variation of results. i.e. 1 for one dimensional, 3 for 3 dimensional etc. The same has been reciprocated in other forums here.
If I may ask, do you personally recommend this method for mesh independence when it comes to unstructured meshes? Or you rely on more general methods of assessing the parameters of interest from results of successive meshes and choose the mesh when you see no significant variation in them? The only problem in this approach is there seems to be no agreed quantification of word "significant". In this paper, Richardson's extrapolation takes into account the results of meshes that are successively refined and then extrapolates this to predict the value of result at zero grid spacing (i.e. continuum). At the same time, the Grid Convergence Index helps understand if the results generated in the current successive meshes are sufficiently close to the asymptotic range, where any refinement in the mesh won't result in significant change in results. This way we not only ensure the mesh independence but also predict the numerical solution at continuum. Obviously, there will be a difference between actual result and numerical result at continuum, but then, CFD is about getting the best results within its caveats. Regards OJ |

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So I rely on the collective wisdom gained through other people's experience. Which suggest that you must ensure: 1. Quality of gird 2. Y+ requirements for the particular turbulence model (if flow is turbulent) 3. Mesh refinement in high curvature areas. 4. Mesh should be fine enough to capture the geometry features sharply (you need to decide how much enough is enough ;) ). 5. Mesh refinement in normal direction where you have high gradients 6. Finer mesh in wake region. 7. Stream-wise mesh refinement if you have laminar to turbulent transition. 8. Finer mesh in shock region. 9. Finer mesh in mixing area So after ensuring above criteria and generating acceptable mesh as per my experience (or try to match with the quality research article in no of nodes and Y+ values) I would go for two more meshes. One coarser and other one finer to satisfy the Paper reviewers or professor in your case. PS: I strongly recommend this method to you if you can bear the frustration due to this method when you will apply it to complex industrial problem and specially with tetra mesh. But if you are successful in this method then your results will be accepted by any one. |

Thanks Far for the detailed reply. Typically the actual order of accuracy of the CFD simulation is always smaleler than the local order of accuracy of the stencil used (smaller than 2 for second order etc) and a part of this reduction is due to grid quality. The suggestions you gave will definietely help here but yet we won't for sure know the grid independence.
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Roache's Grid Convergence Index addresses the exact issue and suggests a minimum refinement ratio of 1.1 (non-integer). Thus the mesh count increases by just 33% [(1.1/1)^3=1.33, (1.33-1)/1 = 0.33 = 33%]. Now creating three meshes with element count separated by 33% is reasonable effort, if it gives a scientific measure of the grid independence. Hence I am taking the trouble to explore this method :) OJ. |

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