
Sunden CH008.tex 10/9/2010 15: 19 Page 287
Recent developments in DNS 287
0.5
0.3
0.1
0
0.1
0.2
0
−0.1
U/U
m
0.5
1.5
1
0.1
0.2
0
0
0
12
Rough wall Smooth wall
Plane channel
Case 2 H = 0.1δ
Case 1 H = 0.2δ
Case 3 H = 0.05δ
y/δ
Re
t0
= 150
x/δ = 0
Figure 8.9. Profiles of mean velocity.
thelocalNusseltnumberincreasesinapproachingthereattachmentpointx/δ =0.04
and thefollowingforwardflowregion(0.04< x/δ < 0.21).From theabove results,
itisconfirmedthatinCase3,theheattransferispromoted,yetwithonlyarelatively
small increase in the drag.
8.5.3 Statistical characteristics of velocity field and turbulent structures
In a velocity field of a channel flow with a rib surface, the flow motions in the
enclosurebetweentheribsstronglyaffecttheflowfieldabovetheribs.Weexamined
thevariouswaysof averaging,e.g., averageoverthe x–z plane, spanwiseaverageat
themiddleoftheenclosure(x/δ =0)andattheribcrest(x/δ =0.4).Thedifferences
were not seen along the streamwise direction except near the roughness element.
Thus, in the following, the statistical quantities of turbulence in the middle of the
enclosure (x/δ =0) are discussed.
Figure8.9showsthemeanvelocitynormalizedbythebulkvelocityU
m
.Because
of the effects of the rib, the velocity decreases on the rough-wall side. The corre-
spondingdistributions oftheReynoldsshear stressandturbulentkineticenergy are
showninFigures8.10and8.11.Astheribheightincreases,turbulenceispromoted,
and both the Reynolds shear stress and the turbulent kinetic energy increase near
the wall. This affects the region over the center of the channel. However, in the
near-wall region of the opposite wall, there is only a small effect, in comparison
withtheresultsfortheplanechannelflow. Despitethenegativevalueofthevelocity
gradient near the wall in the enclosure as seen in Figure 8.9, the Reynolds shear
stress takes a positive value, thus confirming the occurrence of counter gradient
diffusion.BecausetheproductionoftheReynoldsshearstressismainlymaintained
with thepressure–strain correlation andthepressure diffusion, no production from
the mean shear is observed. An experimental study [29] indicated that the place
where the Reynolds shear stress becomes zero and the mean velocity becomes
maximum is different. However, the difference between them is very small; 2.0%,
2.8%, and 0.8% of a channel width for Cases 1, 2, and 3, respectively.