Integrating CFD and Experiment in Aerodynamics - CFD4Aircraft
Integrating CFD and Experiment in Aerodynamics - CFD4Aircraft
Integrating CFD and Experiment in Aerodynamics - CFD4Aircraft
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simulate the flow correctly, as shown by the large difference <strong>in</strong> the results. The turbulence <strong>in</strong>tensity was <strong>in</strong>creased to<br />
10%, <strong>and</strong> a much closer agreement with experiment was obta<strong>in</strong>ed. Visualisation of the flow streaml<strong>in</strong>es showed that<br />
the separation on the ground upstream of the tra<strong>in</strong> was probably elim<strong>in</strong>ated. Clearly, the turbulence parameters<br />
significantly affect the <strong>CFD</strong> modell<strong>in</strong>g of this flow. (The <strong>in</strong>vestigation is still <strong>in</strong> progress, so the results are <strong>in</strong>complete.<br />
In particular, the effects of turbulence length scale or ground surface roughness have not been <strong>in</strong>vestigated.) The<br />
results suggest that some of the observed variations between different w<strong>in</strong>d tunnel experiments may be due to this<br />
effect. The highly turbulent <strong>in</strong>flow of the ABL experiment seems to elim<strong>in</strong>ate the upstream separation. It also makes<br />
the flow over the tra<strong>in</strong> less susceptible to Reynolds number effects.<br />
Tra<strong>in</strong> on an embankment<br />
For a tra<strong>in</strong> on a 4m high embankment, experimental <strong>and</strong> CDF results are shown <strong>in</strong> Figs. 13 <strong>and</strong> 14. The <strong>in</strong>flow<br />
turbulence <strong>in</strong>tensity was 3%. The <strong>CFD</strong> <strong>and</strong> experimental results are similar for the roll<strong>in</strong>g moment, but not side force.<br />
This appears to contradict the result for the flat ground case above. The flow streaml<strong>in</strong>es around the embankment<br />
<strong>and</strong> tra<strong>in</strong> are shown <strong>in</strong> Fig. 15. The flow is attached to the embankment slope <strong>and</strong> separates cleanly at the edge,<br />
reattach<strong>in</strong>g upstream of the rail. It is surmised that the well-def<strong>in</strong>ed separation causes the flow to be less sensitive to<br />
<strong>in</strong>flow turbulence.<br />
Tra<strong>in</strong> motion over the ground<br />
It was easy to simulate the effect of the tra<strong>in</strong> mov<strong>in</strong>g over the ground with the <strong>CFD</strong>. Prelim<strong>in</strong>ary runs <strong>in</strong>dicated only a<br />
small change from the correspond<strong>in</strong>g steady flow case, but the <strong>in</strong>flow profile was not correctly skewed with height.<br />
The prospects for exam<strong>in</strong><strong>in</strong>g the effect of tra<strong>in</strong> motion <strong>and</strong> unsteady cross-w<strong>in</strong>d gusts is encourag<strong>in</strong>g.<br />
Conclusions<br />
<strong>CFD</strong> has been applied to the case of a tra<strong>in</strong> <strong>in</strong> a turbulent flow. The boundary layer behaviour, particularly on the<br />
ground just upstream of the tra<strong>in</strong>, was affected by the <strong>in</strong>flow turbulence <strong>in</strong>tensity <strong>and</strong> scale, which thus had a strong<br />
<strong>in</strong>fluence on the forces <strong>and</strong> roll<strong>in</strong>g moment. With appropriate turbulence <strong>in</strong>tensity, the side force coefficient was<br />
predicted to good accuracy.<br />
Bibliography<br />
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Aeronautical Eng<strong>in</strong>eer<strong>in</strong>g, 2003.<br />
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