Quote:
Originally Posted by julien.decharentenay
I was wondering if there was a single document covering issues such as:
- geometry: What simplifications are "acceptable"?
- size of the computational domain, incl blockage ratio, number of length before and after;
- mesh such as first layer size, number of layer in boundary layer, mesh resolution in near and far field;
- boundary conditions;
- physical, incl turbulence models, and numerical models;
- typical validation models;
- and ideally a discussion on limitations.
If you have access to the Ercoftac BPG, I would be looking for something similar but applied to the automotive industry.
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1. geometry: What simplifications are "acceptable"?
This is a tough one to answer because it just depends. It depends what the end goal of the project is and what kind of accuracy you are looking for. Example: You could have a much more simplified model if you are testing basic front end designs, than say if you are testing underbody flow for engine cooling.
***My usual simplifications: simplified underbody (not just flat however), simplified suspension and brakes, simplified engine (if I even have an engine(ony when using porous flow through a radiator)), and I am sure I am forgetting a few others.
2. size of the computational domain, incl blockage ratio, number of length before and after
The size I usually use is 5x length in front of car, 15-25x length behind, and 2-5x length on sides depending on the project. I do not know if this is industry standard or not, just what I picked up from one of my professors. I never thought of calculating blockage ratio however since I have only used that when looking at a windtunnel. Computational domain depends really and everybody will give you something different. I think you need at least 5 million for normal automotive, but more like 25 million for a complicated open wheel car.
3. mesh such as first layer size, number of layer in boundary layer, mesh resolution in near and far field
I use yplus for this. I just keep a yplus that is acceptable for the turbalance model I am using.
4. boundary conditions
The normal for this I guess. I do rotating wall velocity for the wheels. The walls are set to the internal velocity field so wall velocity to not see boundary layer growth.
5. physical, incl turbulence models, and numerical models
For turbulance models, I usually use k-omega SST because I like how it correlates pretty well but takes longer to converge than say a k-epsilon. I would say that the three most common for steady state analysis is k-epsilon, k-omega, and k-omega sst. LES and DES are becomming more popular however with computing power increased. I will occasionally do a transient analysis, but most cases I can get away with steady state. I normally use a steady state incompressible solver except if I need transient or compressible (dragster).
6. typical validation models
The ahmed model is the most common and what I have used. I have also been able to validate a case using a windtunnel also.
7. and ideally a discussion on limitations
Really just depends on the knowlege of the engineer, time, and computing power. Plus a little common sense
I hope that is clear. I could go further on some things but that is the jist. Plus I have a case to setup