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Fluctuation transfer velocity measurement in a boundary layer around a thin edge plate using
dynamic PIV
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2006 Meas. Sci. Technol. 17 1350
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INSTITUTE OF PHYSICS PUBLISHING MEASUREMENT SCIENCE AND TECHNOLOGY
Meas. Sci. Technol. 17 (2006) 13501357 doi:10.1088/0957-0233/17/6/010
Fluctuation transfer velocitymeasurement in a boundary layer arounda thin edge plate using dynamic PIV
N Erkan1, M Ishikawa2 and K Okamoto1
1 Department of Quantum Engineering and Systems Science, University of Tokyo,
7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan2 Department of Mechanical Systems Engineering, University of Ryukyus, 1 Senbaru,
Nishihra-cho, Okinawa 903-0213, Japan
E-mail: [email protected]
Received 19 September 2005, in final form 23 February 2006Published 2 May 2006Online at stacks.iop.org/MST/17/1350
AbstractThe dynamic (time resolved) PIV (particle imaging velocimetry)measurement technique was applied to high-speed gas flow in a narrowchannel with an obstacle. The boundary layer was visualized with ahigh-speed APX RS camera and an Nd:YLF high repetition double-pulselaser. Nitrogen gas seeded with oil particles using Laskine nozzle flowsthrough a 10 10 mm2 square channel with Reynolds numbers of 11 000and 34 000. Although a sufficient quantity of images was difficult to capturefor the Re = 34 000 flow to visualize the vortex evolution in time for thetime resolved analysis of the boundary layer, large scale structures of
turbulence at the edge of the thin plate are clearly visualized in the temporaldomain. Fluctuation transfer velocities in the boundary layer were measuredemploying the whole field two-point velocity correlation. It is proposed thatdynamic PIV can open a way of measuring the fluctuation transfer velocitiesin the whole flow target area simultaneously for high-speed turbulent flowseven in small scales.
Keywords: two-point velocity correlation, whole field velocity correlation,dynamic (time resolved) PIV, high-speed gas flow, fluctuation transfervelocity
(Some figures in this article are in colour only in the electronic version)
1. Introduction
Statistical analyses, which are implemented for the simulation
or experimental results of turbulent flows, give important
insights into the physics of the turbulence. With the
improvement of the experimental measurement techniquesand
tools, flow measurements have gained great significance in
recent turbulence studies. Dynamic (time resolved) particle
imaging velocimetry (dynamic PIV) with a high-speed camera
and a high repetition laser is typically employed for the
quantitative measurement of transient phenomena. This
system can be expanded to high frequency time resolutions
of 1 kHz, 10 kHz and 20 kHz.
Since previous PIV techniques had insufficient data
acquisition rates, it was difficult to understand the transient
phenomena of high-speed flows. Recent improvements in
imaging technologies have brought about the high temporal
resolution dynamic PIV systems that allow us to acquire
higher time resolved images for analysing the dynamic
information on the flow field. Okamoto (2003) has presented
a detailed explanation about the dynamic PIV and its data
evaluation algorithms. In this studymotivating from thisvirtue
of the dynamic PIV and considering the difficulties using
intrusive measurement techniques such as HW-anemometer
in small scales, the boundary layer formed around an
obstacle in a narrow channel was studied in order to achieve
0957-0233/06/061350+08$30.00 2006 IOP Publishing Ltd Printed in the UK 1350
http://dx.doi.org/10.1088/0957-0233/17/6/010mailto:[email protected]://stacks.iop.org/MST/17/1350http://stacks.iop.org/MST/17/1350mailto:[email protected]://dx.doi.org/10.1088/0957-0233/17/6/010 -
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Fluctuation transfer velocity measurement in a boundary layer around a thin edge plate using dynamic PIV
Figure 1. Experimental set-up.
the simultaneous whole field fluctuation transfer velocity
measurement makinguseof the two-pointvelocity correlation.
Nitrogen gas as a working fluid seeded with oil particles
flows through a square channel with two different Reynolds
numbers.
In the literature, spatial two-point velocity measurements
were acquired to provide a statistical description of the large-
scale structures, to define the mean separation between the
high- and low-speed fluid and also to make the initial choice
of the computational domain (Kim et al 1987, Littell and
Eaton 1994). Although two-point velocity correlation has
been documented by Grant et al (1958) and Tritton (1967) for
a two-dimensional turbulent boundary layer, its application to
the experiments has been done as a two-point measurement
using a hot-wire anemometer and results are analysed as two-
point spatial correlation. Recently Li et al (2005) employed
two-point velocity correlation for the analysis of micro-PIV
data in one spatial dimension. The spatio-temporal velocity
correlation analysis was used for measuring the large-scale
structure transfer velocity of a two-dimensional backward-
facing step flow utilizing laser Doppler velocimetry (LDV) by
Furuichi et al (2004).
Dynamic PIV can detect the correlations between the
individual spatial locations in the whole target area of the
flow and the temporal relations between them simultaneously.
From this point of view, full field spatio-temporal velocity
correlations are calculated considering the time delay between
the subsequent correlation peaks. Transfer velocities of
fluctuations, accordingly large-scale transfer velocities, were
measured for the whole flow field in a narrow channel thatdiffers from hot-wire anemometer measurements and that of
the previous measurement methods done before such as LDVs.
2. Experimental set-up
Figures 1 and 2 illustrate the experimental set-up and a
schematic of the test section. A high-speed camera (Photron
APX RS, 1024 1024 @ 3 kHz) and a Nd:YLF double-pulse
laser (New-wave Research Inc. Pegasus-PIV, = 527 nm,
1 mJ @ 10 kHz) were used. A high-speed 10 bit monochrome
C-MOS camera with a 8 GB on board memory was used; 6144
continuous image sequences at 1024 1024 pixels resolution
can be captured in about 2 s with a speed of 3000 frame/s
Figure 2. Enlarged test section.
Table 1. Experimental parameters.
Unit Case 1 Case 2
Re 34 000 11 000Frame rate Frame/s 20 000 20 000Delay1: td1 s 48 48Delay2: td2 s 50 58Interval t s 2 10# of recorded image BMP 20000 20 000Laser repetition rate kHz 10 10
and stored. Even the maximum frame rate can reach to
250 000 frame/s at 128 16 pixels resolution; for practical
use of PIV applications, it can be 10 000 frame/s at 512
512 pixels.
In this experiment, 20 000 8-bit grey-scale bitmap images
at384304pixels were captured anddownloaded to a host PC
via the optical fibre, which has the capability of transferring
data at a theoretical rate of 1 Gbps. Image sequence data
are recorded as raw images in the onboard memory, then
they are converted to the BMP file formats on the PC while
downloading; hence, the downloading time also depends on
the computer configuration. It is reported by Photron thatfor a host PC, which has P4 3.2 GHz CPU, 1GB MEM,
SATA 200GB HDD, 1024 1024 pixels rawsequential image
data can be downloaded via the optical fibre with a speed of
14 frame/s and 19.3 MB/s. If it is preferred to save as AVI
movie file format, this rate increases up to 19 frame/s and
26 MB/s.
The repetitionrateof the doublepulse laser was 10kHz for
each rod. The frequency of this laser is 1 kHz to 10 kHz, and
the energy per pulse is 10 mJ at 1 kHz and 1 mJ at 10 kHz. A
pulse generator for frame straddling synchronizes the camera
and laser beam frequency. The signal-timing chart of the
dynamic PIV system is illustrated in figure 3. The pulse
signal having a frequency of 20 kHz is transmitted to thecamera and the flip-flop device which is connected to the laser.
While the camera is arranged to 20 kHz by this positive edge
signal, the flip-flop device keeps on skipping one pulse and
reduces the pulse frequency to half of the base signals, i.e.
10 kHz, and then the output signal is transmitted to a delay
generator. The delay generator generates two signals with
different delay times; the twin laser rods are controlled by
these signals. For this experiment, the double pulse interval
is arranged as 2 s and 10 s; other experimental parameters
are listed in table 1.
The flow channel has a 10mm 10 mm cross-section and
a length of 1 m. The obstacle made of transparent acrylic resin
has a 45 edge at the tip and a 2 mm width, and is positioned
0.75 m from the downstream flow in the centre of the channel.
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N Erkan et al
Pulse generator
Delay generator
Flip-Flop
Laser 1
Laser 2
20kHz
Camera
10kHz
Delay1: td1
Interval: tDelay2: td2
Frame1 Frame2 Frame1 Frame2 Frame1 Frame2 Frame1
Figure 3. Signal timing chart for a dynamic PIV system.
t=0s (b)(a) t=100 s (c) t=200 s
Figure 4. Images for the acute side (Re= 34 000).
The flow area was illuminated with a laser sheet thickness of
1 mm. Two flow cases were studied with Reynolds numbers
of 34 000 and 11 000. The fluid consists of olive oil particles
suspended in nitrogen gas. The oil particles having a diameter
of about 13 m, which is estimated by Kahleret al (2002),are seeded into the gas through a Laskin nozzle and they are
used as the tracer particles with a volume concentration of less
then 0.1.
3. Methods, results and discussion
The instantaneous velocity vector maps are calculated using
a recursive PIV analysis technique (Scarano 2002). The first
iteration started with an interrogation area of 64 64 pixels
and 50% constant overlap ratio. The calculated displacements
are passed to the next iterations as an initial displacement
to perform the symmetric window shift with respect to the
interrogation locations. It has been shown to reduce the
rms error by Westerweel et al (1997) for the flows with high
turbulence intensity. The same process continues with a 32
32 pixels interrogation size and ends with the size of 16
16 pixels resulting in 8 8 pixels vector grid spacing. The
visualization targetarea wasthe acute side with a measurement
area of 9 7.1 mm2 and a vector grid resolution of 0.19
0.19 mm2.
The time intervals between two consecutive images for
PIV evaluation are 2 s and 10 s for the 34 000 and 11 000
Reynolds number cases, respectively. The time interval
between two consecutive vector maps is 100 s. Figure 4
shows sample images that were recorded at a speed of 20 kHz
and a Reynolds number of 34 000 at the acute side. The
oil particles cannot be identified individually; however, the
pattern motion and dark vortices can be seen clearly. Because
of the centrifugal forces, the particle density decreases at the
core region of the vortices, and this causes those regions to
be seen darker in the raw pictures (figure 4). In spite of thelack of particles in the core region, the particle density in
the 16 16 pixels interrogation area is still enough for valid
vector detection, i.e., greater than ten particles (Raffel et al
1998).
3.1. General measured flow characteristics
Figure 5 displays the time-serial relative velocity vector maps.
Strong velocity fluctuations and vortex structures can be seen
near the boundary in the velocity vector maps. 50% of the
average flow velocity has been subtracted from the streamwise
velocity component, since the transfer velocity of the vortex
is assumed to be 50% of the average velocity. Therefore, theturbulent natureof theflow caneasilybe seen from thevelocity
vector maps. Although the displacement of the vortex in
100s ishalfof animage, the transient ofthe vortexis captured
well. In this experiment, the vortex-emitting frequency from
the edge is as high as several kHz.
In figure 6, the negative vorticity initially appears at the
edge of the obstacle and moves downstream in time sequential
images. The movement of the vortex structure is clearly
visualized in the sequential images even when the vortex is
so fast that it reaches approximately half of the image in just
100 s.
When the fluid reaches the obstacle, it experiences a
volume contraction and, accordingly, a sudden acceleration
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Fluctuation transfer velocity measurement in a boundary layer around a thin edge plate using dynamic PIV
t=0 s t=100 s t=200(c)(b)(a) s
Figure 5. Instantaneous relative velocity vectors for the acute side (Re= 34 000).
t=0 s t=100 s t=200(c)(b)(a) s
Figure 6. Instantaneous vorticity map for the acute side (Re = 34 000).
Figure 7. For the 34 000 Reynolds number case, the time averagedvelocity vector map and velocity magnitude contour map.Spatio-temporal average of the streamwise velocity is 42.3 m s1.Spatio-temporal average of cross-streamwise velocity is 1.3 m s1.
is observed. Figure 7 shows the distribution of the averaged
velocity for the 34 000 Reynolds number case. Although
the flow velocity in the uniform channel is 34 m s1, it
reaches an average of42.3 m s1 on the acute site of theobstacle. In regions close to the obstacle wall, an expected
decrease in mean flow velocity is also observed, as in figure 7,
because of the mean flow energy loss to the turbulent kinetic
energy, which then immediately generates small-scale viscous
dissipations. This event can also be observed in the Reynolds
stress distribution and turbulent kinetic energy distributions in
figure 9.
The Reynolds stress is negative in regions close to the
edge tip. Therefore, the contribution of the Reynolds stress to
the TKE production can be observed by an increase in TKE
around the same spatial locations in figure 9(a).
Averaged flow parameters are listed in table 2 for the two
different flow cases.
Figure 8. For the 11 000 Reynolds number case, the time averagedvelocity vector map and velocity magnitude contour map.Spatio-temporal average of the streamwise velocity is13.7 m s1.Spatio-temporal average of cross-streamwise velocity is 0.4 m s1.
Table 2. Averaged flow properties.
Reynolds (34000) Reynolds (11000)
Average U 42.3 m s1 13.7 m s1
Average V 1.3 m s1
0.4 m s1
Average TKE 16.2 m2 s2 2.6 m2 s2
3.2. Method of two-point velocity correlation and fluctuation
transfer velocity measurement
A measure of the degree of correlation between the two
velocities at different spatial locations changes with respect
to time. At the different spatial locations, which are located
on the downstream path of the vortices, relatively huge and
sudden velocity fluctuations are created. These velocity
fluctuations, which are located inside the vortex structure,
must have quantitative relationships with each other. While
the vortex continues downstream, it can be expected to create
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N Erkan et al
Figure 9. (a) Time averaged turbulent kinetic energy (TKE) distribution in (m2 s2) and (b) Reynolds stress distribution in (m2 s2). TheReynolds number is 34 000.
Figure 10. Sampling points for correlation calculations at the acuteside of the flow channel (TKE contour map), Re= 34 000.
fluctuations. However, the magnitudes of these fluctuations
may not necessarily be the same because of the vortex
stretching mechanism and the loss of energy. The fluctuation
creation on the vortex path occurs with a time delay between
two different spatial positions. This time delay (also inversely
proportional to the vortex transfer velocity) increases as thedistance between thesetwopositions increases. Unfortunately,
since the measure of the degree of correlation will decrease as
the distance increases, it might not be easy to detect the peak
correlation value with a time delay between the two different
downstream locations.
The measure of the degree of correlation between the two
velocity fluctuations is defined as a function of space and timedelay:
C(x,y,)k =
u(xk, yk,t)u(x,y,t+ ) dt
u(xk, yk, t)2 dt
u(x,y,t+ )2 dt
.
(1)
In equation (1), C(x,y,)k is the correlation value, which is
a function ofx, y and time delay . krepresents the reference
point index and u(x,y,t) is the downstream component of
the fluctuation velocity. Figures 10 and 11 illustrate some
chosen sampling points for the calculation of the correlationvalues. While calculating the correlation value, infinite
integral intervals were taken as [0, 0.2] s, which corresponds
to 2000 time resolved velocity vector maps. With the delay
time of the reference point fixed as zero, the value of was
changed in the interval of [2, 2] ms with an increment of
0.1 ms, and the correlations were calculated at every discrete
value; then the same procedure was applied to all points inthe flow field. The correlation values versus time delay at the
points P1 and P2 are plotted in figures 12 and 13, respectively,
Figure 11. Sampling points for correlation calculations at the acuteside of the flow channel (TKE contour map), Re = 11 000.
Figure 12. Correlation value (C(x,y,)0) for reference point P0(6.56, 2.44) with P1 (6.75, 2.63).
Figure 13. Correlation value (C(x,y,)0) for reference point P0
(6.56, 2.44) with P2 (6.0, 2.44).
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Fluctuation transfer velocity measurement in a boundary layer around a thin edge plate using dynamic PIV
(a) (b)
(c) (d)
Figure 14. (a), (c) Spatial distribution of peak correlation values, (b), (d) time delay (in s) distributions of peak correlation values forreference point P0. (a) and (b) have a Reynolds number of 34000. (c) and (d) have a Reynolds number of 11000.
for the reference point P0. Since the points P0 and P1 are closeto each other, the peak correlation value occurs at zero delayand values near zero have a higher correlation value.
As the distance between the correlated points increases,the correlation value decreases and the peak position shifts.In the delay time interval of [2, 2] ms, the correlationvalue between two points takes a highest value at a particulardelay. As could be expected, while a vortex structure moves
downstream, correlation values can also take negative values.It is assumed that if the two points are affected by the samevortex in the same manner, in other words, the same signof fluctuation velocity is given to them, these two points arecorrelated, i.e., they are located on the same side of the vortex
at the different times. Therefore, the maximum correlationbetween two points is defined as the peak value of the two-point velocity correlation in the time domain.
Since the temporal dimension contains discrete values,Gaussian three-point curve fitting was applied to capture the
fractional estimate of time delay values. The maximumpositive correlation occurrence time is taken as a centralpoint; then the other two neighbouring delay points, whichalso correspond to the positive correlation value, are fitted tothe Gaussian curve.
3.3. Results and discussions
The above calculation procedure was implemented for allpoints shown in figure 10 at Reynolds numbers of 34 000 and
11 000. Correlations and time delay spatial distributions were
plotted in figures 14 and 15 for two different reference points.
Since all the points have similar characteristics, some results
andcomments for various pointsare discussed in the following
paragraphs, although all of the graphs are not provided to
preserve space.
Correlation values are much higher for points closer to
the reference point, as seen in figures 14 and 15(a) and (c).
While moving away from the reference point along the cross-
streamwise (y-axis) direction, correlation values decrease
rapidly to small values, especially outside the boundary layer.
On the other hand, while moving away from the reference
point in the streamwise direction, correlation values decrease
slowly relative to the cross-streamwise direction. This result
suggests that in the boundary layer, that is, along the path of
the vortices, fluctuating velocities have stronger correlations
with each other than in the cross-streamwise direction.
Figures 14 and 15(b)and(d) depict time delay distribution
contour maps, where reference point locations are marked by
a black circle. To the right of the reference point, the delay is
negative, and to the left, the delay is positive. This indicates
that fluctuating events on the right-hand side occur earlier
than the reference point, and fluctuating events on the left-
hand side occur after the reference point. Since the 34000
Reynolds number is higher than the 11000 case, the time delay
area, which has a value of nearly zero around the reference
point, is wider for the 34 000 case, as predicted. This implies
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N Erkan et al
(a) (b)
(c) (d)
Figure 15. (a), (c) Spatial distribution of peak correlation values, (b), (d) time delay (in s) distributions of peak correlation values forreference point P1. (a) and (b) have a Reynolds number of 34000. (c) and (d) have a Reynolds number of 11 000.
(a) (b)
Figure 16. Positiontime graphs of fluctuation transfers. Reynolds number of 11 000.
that time resolution (100 s) is not enough to measure thefluctuation transfer velocity with a reasonable accuracy for the
Reynolds number 34 000 case. Therefore, in the following
paragraphs, discussions mainly focus on the case of Re =
11 000.
Using the time delay maps, time delay versus x-axis
graphs (streamwise axes) are plotted in figure 16 for the
Reynolds numbers of 11 000 at all chosen reference points.
The inverse of the slope of the delay curve, which is
obtained by linear curve fitting in figure 16, gives the average
transfer velocity of the fluctuations at this point due to
equation (2):
x =1
utr. (2)
The time delay data contain noisy information, as can be seenin figures 14 and 15, which also spreads to the time delay
curves plotted in figure 16.
Defining the fluctuation transfer velocities for not just a
few points, but for all discrete points in the boundary layer
and its close neighbourhood regions, would provide moreinformation about the behaviour of large-scale structures in
a two-dimensional flow environment. Two-point velocity
correlation was applied, and the fluctuation transfer velocity
distribution was obtained in the flow area and depicted in
figure 17 as a two-dimensional contour map. Figure 18
represents the normalized fluctuation transfer velocitydistribution. All fluctuation transfer velocities are divided by
the time averaged local bulk flow velocities at every location.
Since turbulent kinetic energy production mainly occurs in
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Fluctuation transfer velocity measurement in a boundary layer around a thin edge plate using dynamic PIV
Figure 17. Fluctuation transfer velocity distribution in (m s1).(Re= 11 000).
Figure 18. Normalized fluctuation transfer velocity distribution.Normalized by local average velocities. (utr(x,y)/Uav(x,y))(Re= 11 000).
boundary layers, the margins of the boundary layer were
defined roughly, as shown in figures 17 and 18. The green
regions in coloured maps andthe brighter regions in grey-scale
maps correspond to approximately half of the average flow
velocity in theboundarylayer. That resultis in good agreementwith those from Furuichi etal (2004) and Hijikata etal (1991).
After some particular distance towards the downstream region,
the fluctuation transfer velocities reach values close to those
of the average flow velocity. This can be attributed to typical
vortex behaviour: vortices initially have small drift velocities,
but their drift velocities gradually increase and approach those
of the bulk flow velocity.
As for the accuracy, some possible sources of error (e.g.,
out-of-plane motion, optical aberrations and inhomogeneous
illumination) that are considered to be of minor importance,
the velocity field measurement has several per cent relative
errors normally. Average detected particle displacements
are 3.6 pixels and 5.8 pixels for the Reynolds numbers of34 000 and 11 000 cases, respectively. With a correlation
peak centroid estimate error of 0.1 pixels, then the full-scale
error in the velocity measurements is 3% and 2% for the
cases of Re = 34 000 and Re = 11 000. Because of the
high accelerations, instantaneous velocity measurements may
have higher error. Spread of this error to the fluctuation
transfer velocities decreases due to the averaging process.
Additionally, the linear curve fitting contributes the relative
error of around0.5% to the fluctuation transfer velocities for
Re = 11 000.
If figure 8 is compared with figure 18, it can be seen
that when the average flow velocity is higher, the fluctuation
transfer velocity decreases to smaller values in the boundary
layer region. In the near wall region, the average flow velocity
takes on smaller values whereas the fluctuation transfer
velocity takes on higher values. Because of the reflections
from the surface, velocity measurements in this region contain
higher errors. Therefore an assessment of this situation is
avoided. Accurate velocity measurement in the near wall
region is the next challenge.
4. Conclusions
Dynamic PIV was applied to high-speed gas flow in a narrow
channel to measure the fluctuation transfer velocities. The
velocity distributions were obtained with 0.19 0.19 mm2
spatial resolution every 0.1 ms, i.e., 10 kHz, which is almost
equivalent to HWA. Spatial and temporal relations of the
fluctuating velocities were measured using the time dependent
multi-point velocity correlation. It was shown that high
speed dynamic PIV could discover the fine structures of the
fluctuating velocity near the edge region.
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