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∂β( 1 )
∂t
∂β( 1 )
∂x ( 1 )
v ( 1 )
+
i
i
β( 1 , 2 )d x ( 2 ) d v ( 2 )
∂x ( 1 )
v ( 2 )
2
∂v ( 1 )
1
4 π
1
∂x ( 2 )
+
j
x ( 1 )
x ( 2 )
|
|
i
i
j
β( 1 , 2 )d v ( 2 )
v ( 2 )
∂v ( 1 )
∂x ( 2 )
∂x ( 2 )
+
lim
x ( 2 )
x ( 1 ) ν
=
0 .
(13.40)
i
i
j
j
The conservation equation for β( 1 ) involves also the two-point (joint) probability
density β( 1 , 2 ) . Lundgren also derived the equation for β( 1 , 2 ) , which involves
β( 1 , 2 , 3 ). Thus a closure approximation is needed in order to use the pdf conser-
vation equation. This approach forms the basis of a type of turbulence modeling
called pdf modeling .
Questions on key concepts
13.1 The terms probability density and probability distribution are frequently
misused. Explain how the two differ.
13.2 Interp ret Eq . (13.9) physically.
13.3 Write f(u) ,where u is a random variable, as an integral of the probability
density of u . Explain the integral physically.
13.4 What is the Central Limit Theorem? Why is it important in applications?
13.5 Given a joint pdf of two variables, show formally how one obtains a pdf of
one of the variables.
13.6 Explainwhy the broadening of the tails of the pdfs in Figure 13.3 is consistent
with the notion of dissipation intermittency discussed in Chapter 7 .
13.7 Explain physically, using the concepts of scalar fine structure discussed in
Chapter 7 , why the kurtosis of velocity derivatives in turbulent flows tends
to be large.
13.8 Using the properties of the pdf, explain why a variable with a pdf having a
sharp peak at the origin has a larger kurtosis than one with a broad maximum
there.
13.9 Interpret the pdf of vertical velocity in a CBL, Figure 13.4 , as being consistent
with a zero-mean field with narrow, strong updrafts separated by broader
regions of weak downdrafts.
13.10 Explain why the behavior of effluent plumes in a CBL with R t
10 8 can
evidently be effectively modeled in a convection tank having 4-5 orders of
magnitude smaller R t .
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