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November 25, 2019, 04:28 
Weird velocity distributions on opening

#1 
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Hi everyone
Inexperienced CFD user here. I'm trying to simulate the flow around a building in Ansys CFX, but I'm receiving some weird results, when I plot the velocities on my opening BC surfaces. The surface normal to Y axis and X axis are my inlets. There I've defined a logarithmic velocity profile. As I wanted to simulate different angles of attack of the wind, I've also split it into Y and X components. The other free surfaces (the ones displayed in the plot) I have defined as openings with reference pressure 0 Pa and Flow Direction normal to BC. The Walls of the building and the ground are defined as smooth walls. Now, when I plot velocity on the opening BCs, I get these weird regions, where velocity is 0. These also move with my angle of attack, which is why I'm thinking it's not the mesh, that's causing problems, rather the BCs. I've also encountered this problem in another case, where the building geometry is slightly different, but all the BCs have been defined the same way. Was also thinking about the height of the domain maybe not being large enough, currently the total height is 3 times the building height. Any ideas, what this might be? Would be grateful for any tips. 

November 25, 2019, 05:34 

#2 
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Glenn Horrocks
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There are a few standard checks you need to do in any CFD analysis to show it is accurate:
1) Check the mesh is fine enough 2) Check it is converged tightly enough 3) Check the time step is small enough (if transient) 4) Check the boundary conditions are far enough away from the action In your case looking at your images you have certainly problems with (4), and possibly with (2). Just about all beginners guess the mesh size required incorrectly, so you probably have a problem with (1). So read this FAQ: https://www.cfdonline.com/Wiki/Ansy..._inaccurate.3F And do sensitivity analysis on the boundary proximity, convergence tolerance and mesh size (and time step size if transient).
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November 25, 2019, 06:00 

#3 
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Thanks very much for the suggestions.
As for convergence, the solver managed to reach 1E6 for RMS Residuals in just about 100 iterations, while the timestep was about 7 seconds. I set it up as a steady state analysis and initialized the domain with my logarithmic velocity BC. I also checked convergence with some monitor points in the wake of the building and velocity wasn't changing anymore, as the solver approached the residual target. The computational domain in total is 7 times the length of the building in the Ydirection and 4 times the length of the building in the Xdirection. The mesh currently is just as fine as possible with my current license (512K cells). 

November 25, 2019, 06:15 

#4 
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Glenn Horrocks
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That sounds likely that it is adequately converged. But you should do a run to 1E7 and compare to check (this is a sensitivity analysis).
You certainly have a problem with the proximity of the boundary conditions to the object. So do a simulation with the domain 14x in Y and 8x in X and see if it makes a difference. I guarantee it does, so keep increasing the domain size until your results are not sensitive to the boundary location (ie a sensitivity analysis). And don't forget you almost certainly have a problem with inadequate mesh resolution. You will quickly find that it is not possible to do much in the way of serious simulations with a 512k node limit. You will need to either get a full license or say the simulation is not possible with the available resources.
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November 25, 2019, 06:50 

#5 
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GertJan
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You can appy symmetry on this simple geometry. So you can double the mesh resolution, or increase the size of your domain.
This is only valid for steady state situations. For transient analyses, you need 3D. 

November 27, 2019, 01:15 

#6  
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