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The significance of coherent flow structures for the turbulent mixing ...

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5 Investigation <strong>of</strong> <strong>the</strong> xy-plane<br />

<strong>of</strong> conservation equations <strong>for</strong> <strong>the</strong> Reynolds stresses [37, 89]. Of primary interest are ÎV¼ÐÏ'Ñ <strong>the</strong><br />

ÎмÐÑÏ and correlations and <strong>the</strong>ir dependence on <strong>the</strong> wall distance, because <strong>the</strong>se functions are<br />

mainly responsible <strong>for</strong> <strong>the</strong> <strong>turbulent</strong> <strong>mixing</strong> in wall-bounded <strong>flow</strong>s according to <strong>the</strong> Reynolds<br />

equation in <strong>the</strong> boundary layer approximation on page 70. For <strong>the</strong> interpretation it is important<br />

to keep in mind that <strong>the</strong> first subscript indicates <strong>the</strong> velocity component at <strong>the</strong> fixed point<br />

while <strong>the</strong> second one indicates <strong>the</strong> component which is spatially shifted <strong>for</strong> <strong>the</strong> calculation<br />

<strong>of</strong> <strong>the</strong> cross-correlation. <strong>The</strong>re are two surprising results, namely <strong>the</strong> different height <strong>of</strong> <strong>the</strong><br />

correlation in <strong>the</strong> vicinity <strong>of</strong> <strong>the</strong> wall and <strong>the</strong> shift <strong>of</strong> <strong>the</strong> maximum towards <strong>the</strong> wall (when<br />

<strong>the</strong> stream-wise velocity component is fixed) or away from <strong>the</strong> solid boundary (when <strong>the</strong> wallnormal<br />

velocity component is fixed). This result will be fur<strong>the</strong>r examined in chapter 6.<br />

5.4 Properties <strong>of</strong> <strong>coherent</strong> velocity <strong>structures</strong><br />

<strong>The</strong> multi-point correlations presented in <strong>the</strong> previous section furnish in<strong>for</strong>mation about <strong>the</strong><br />

average size, shape and coherence <strong>of</strong> <strong>the</strong> <strong>flow</strong> <strong>structures</strong> being present in <strong>the</strong> <strong>flow</strong> field, and<br />

<strong>the</strong>y provide valuable details required <strong>for</strong> <strong>the</strong> interpretation <strong>of</strong> near-wall turbulence in terms<br />

<strong>of</strong> Reynolds equation and multi-point correlation equations. However, as <strong>the</strong> <strong>flow</strong> <strong>structures</strong><br />

have a history <strong>of</strong> development while <strong>the</strong>y are transported downstream, <strong>the</strong> spatial correlation<br />

functions include realizations <strong>of</strong> a large number <strong>of</strong> <strong>structures</strong> at various stages <strong>of</strong> <strong>the</strong>ir life<br />

history. As <strong>the</strong> details about <strong>the</strong> individual <strong>flow</strong> <strong>structures</strong> are averaged out by <strong>the</strong> statistical<br />

approach, <strong>the</strong> organisation <strong>of</strong> <strong>the</strong> individual <strong>coherent</strong> <strong>flow</strong> <strong>structures</strong>, <strong>the</strong>ir <strong>significance</strong> <strong>for</strong> <strong>the</strong><br />

production <strong>of</strong> turbulence and <strong>the</strong>ir relation with respect to proposed vortex models will be<br />

investigated in <strong>the</strong> following. Un<strong>for</strong>tunately, this is not a trivial task because <strong>the</strong> selection <strong>of</strong><br />

typical <strong>structures</strong> is subjective as <strong>the</strong> outcome <strong>of</strong> such an approach is always strongly coupled<br />

with <strong>the</strong> specified criteria. In o<strong>the</strong>r words, it is always possible to find <strong>structures</strong> which nicely<br />

match with <strong>the</strong> models proposed in <strong>the</strong> first chapter or <strong>structures</strong> with o<strong>the</strong>r desired properties.<br />

In order to minimise this well known problem, several techniques have been successfully<br />

exploited in <strong>the</strong> past, such as <strong>the</strong> variable interval time averaging (VITA) method, which<br />

compares <strong>the</strong> short term variance <strong>of</strong> a <strong>flow</strong> variable with respect to a chosen threshold level,<br />

or <strong>the</strong> variable interval space averaging (VISA) method, which allows to detect <strong>structures</strong><br />

with similar spatial structure. However, <strong>the</strong>se methods, which were mainly developed <strong>for</strong> <strong>the</strong><br />

analysis <strong>of</strong> time-resolved hot-wire measurements, are not well suited <strong>for</strong> <strong>the</strong> analysis <strong>of</strong> PIV<br />

velocity fields. <strong>The</strong>re<strong>for</strong>e <strong>flow</strong> <strong>structures</strong> will be investigated here which appear frequently and<br />

with sufficient strength in <strong>the</strong> essential Reynolds stress component. <strong>The</strong> first criterion selects<br />

<strong>structures</strong> which are dominant with regard to <strong>the</strong>ir occurrence and <strong>the</strong> second one identifies<br />

<strong>structures</strong> which are dominant in terms <strong>of</strong> <strong>turbulent</strong> <strong>mixing</strong> and production <strong>of</strong> turbulence.<br />

5.4.1 Shear-layer<br />

<strong>The</strong> basic <strong>coherent</strong> <strong>flow</strong> structure that can be easily observed in <strong>the</strong> áEÄ -plane <strong>of</strong> a <strong>turbulent</strong><br />

boundary layer (stream-wise wall-normal) is <strong>the</strong> so called shear-layer. When moving with<br />

<strong>the</strong> appropriate convection velocity, or after subtracting <strong>the</strong> local mean velocity, this structure<br />

appears as a slightly-inclined low-speed region, <strong>of</strong>ten several thousand wall-units in length<br />

and some 100 wall-units in height (<strong>the</strong>ir width is largely unknown). <strong>The</strong> inclination angle <strong>of</strong><br />

<strong>the</strong> shear-layers relative to <strong>the</strong> wall was <strong>the</strong> subject <strong>of</strong> several studies [9, 28, 50, 62, 80]. <strong>The</strong><br />

general consensus is that this angle depends on <strong>the</strong> distance from <strong>the</strong> wall, as indicated by <strong>the</strong><br />

90

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