Ping Zhou, Feng Mei and Hui Cai
where f
μ
, f
1
, f
2
are the damping functions. The LRN k-
ε
model can be
numerically solved in the way same to solving the standard
k-
ε
model, except
that no more wall functions are necessary for determining the variables on the
walls. Instead, one needs to arrange 20 to 30 mesh points along the direction
vertical to the wall. That is why sometimes LRN models are called as “direct
approach for wall boundaries”. However, the large demand of computation in the
vicinity of the walls brings a lot of difficulty to numerical convergence, which
accounts for the imposing of
k=
ε
=0 on the boundaries to simplify computation.
The
D
k
term in the turbulent energy equation is particularly introduced to balance
the dissipation term on the wall, which actually does not equal to zero.
A lot of other LRN
k-
ε
models have been developed following the ideas of
Jones and Launder. A number of the most frequently used LRN models have been
listed in Table 2.5.
The LRN
k-
ε
models have been extensively investigated and developed in 1970s and
1980s and have been increasingly applied to engineering practices. The LRN models
are very useful to predict low Reynolds number turbulent flows and other flows where
the wall functions are difficult to apply, e.g., flows through or over a narrow gap and
flows with dominating body forces or substantially changing fluid properties.
The disadvantages of the LRN models are also obvious. The damping functions
are deduced from laboratory measurements, which are not generally applicable.
Different corrections have been reported by a large number of researchers based
on their own studies and interpretations to the problems. This leads to the
emerging of a large variety of LRN models with relatively limited range of
applicability. It is highly recommended to be clearly aware about the range of
validity of a LRN model before using it for one’s own simulation. Experimental
validation is sometimes quite necessary if no report can be found about the
performance of the concerned LRN model for the specific application. The second
weak point of LRN models is the requested computational capacity that is much
larger than that of the wall function approach. This explains why the LRN models
become popular only when the high-speed computers have been widely available.
One more important issue that has been frequently overlooked is that the LRN
models do not guarantee good performance on temperature field prediction, because
they are developed based on flow field measurements. For example, in simulating the
sudden expansion flow and heat transfer, the Nagano-Hishida model predicts a peak
Nusselt number 100% higher than the measurements. Further more, this model
predicts a second Nusselt number peak that physically does not exist. This peak
persists after applying the correction proposed by C. Yap (Yap, 1987; Ramamurthy, et
al., 1993). Who tried to improve the performance of the Nagano-Hishida model. Same
problem exists with the Jones-Launder model and the Launder-sherma model in
computing the same sudden expansion flow. The peak Nusselt numbers predicted by
these two models have been found four times as high as the measurements.