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The computation of turbulent natural convection flows - Turbulence ...

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<strong>Turbulence</strong> modelling 88<br />

For moderate to low Reynolds-number <strong>flows</strong>, this is not an accurate repre-<br />

sentation <strong>of</strong> dissipation rate. To some extent, because the anisotropic compo-<br />

nent,εij− 1<br />

2 εδij has some <strong>of</strong> the same mathematical properties as the pressurestrain<br />

term, it can be argued that the modelling <strong>of</strong> the pressure-strain term can<br />

be interpreted as compensating for the lack <strong>of</strong> accuracy in the local isotropy<br />

assumption.<br />

Two-Component-Limit Version<br />

<strong>The</strong> basic Reynolds-stress closure can capture many important physical<br />

processes and is more general than the EVM, but it has some disadvantages<br />

as well.<br />

One important weakness <strong>of</strong> the basic Reynolds-stress closure is that it does<br />

not work properly in the situation <strong>of</strong> the two component limit. <strong>The</strong> two com-<br />

ponent limit refers to a situation where one <strong>of</strong> the normal stress components<br />

becomes zero. For instance, this may occur in free shear <strong>flows</strong> at the region be-<br />

tween the stagnant fluid and the jet <strong>of</strong> fluid. <strong>The</strong> other disadvantage <strong>of</strong> the ba-<br />

sic Reynolds-stress closure is that φij requires corrections in near-wall regions<br />

to reduce the stress normal to the wall. <strong>The</strong> wall reflection terms developed<br />

for this correction are calibrated for plane surfaces and are dependent on the<br />

ratio <strong>of</strong> the <strong>turbulent</strong> length scale to the normal distance from the wall. In the<br />

case <strong>of</strong> complex geometries, it may be difficult to define the normal distance to<br />

the wall.<br />

An alternative method is to develop a more general pressure-strain term so<br />

that it can comply with the two component limit situation. An added benefit<br />

may be that there is no need to apply a wall correction term.<br />

<strong>The</strong> φij1 term <strong>of</strong> the TCL pressure-strain model was presented by Craft et<br />

al. [53] as:<br />

<br />

φij1 = −c1ε aij +c ′<br />

<br />

1 aikajk − 1<br />

3 A2δij<br />

<br />

−A 0.5 εaij<br />

(3.58)<br />

whereAis termed the flatness factor andA2 andA3 are stress invariants. <strong>The</strong>y

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