An Optical MEMS-Based Shear Stress Sensor
for High Reynolds Number Applications
D.
Fourguette1,
D. Modarress1,
D. Wilson2,
M. Koochesfahani3,
M. Gharib4
1
VioSense Corporation, Pasadena, CA
2
Jet Propulsion Laboratory, Pasadena, CA
3
Michigan State University, East Lansing, MI
4
California
Institute of Technology, Pasadena, CA
Abstract
In an effort to extend wall shear stress measurements to high Reynolds number flows, a new MEMS-based optical shear stress sensor was fabricated and tested in the 2 feet wind tunnel at the California Institute of Technology for Reynolds numbers of up to 5.6 x 106. The description of this sensor and the test results are reported in this paper. The sensor, the Dual Velocity sensor, designed using recent developments in diffractive and integrated optics, was small enough to be embeddable in test models. The sensor measured the average flow velocity at two probe volumes located within the first 110 micrometers above the flush-mounted sensor surface. The velocity gradient at the wall was estimated by fitting the Spalding formula to the average velocity measurements, once mapped using the inner-law variables u+ and y+. The results obtained with the Dual Velocity sensor were in excellent agreement with measurements obtained in the same tunnel using other techniques such as the oil film interferometry technique and with another MEMS-based optical shear stress sensor, the Diverging Fringe Doppler sensor. All wall shear stress measurements were also in agreement with those calculated from boundary layer surveys obtained with a miniature LDV.
Introduction
The wall-shear stress is an essential quantity to compute,
measure or infer in turbulent flows. Time-averaged values of this quantity are
indicative of the global state of the flow along a surface and can be used to
determine body-averaged properties like skin-friction drag. The instantaneous
wall-shear stress can be used for control purposes, e.g. drag-reduction or
separation delay.
Micro machined wall shear stress sensors (an excellent review of these micromachined sensors is currently in press1) calculate the shear stress from measurements performed at the surface, mechanically using a floating element or thermally using heat dissipation, or infer the shear stress at the wall from velocity measurements performed within the viscous sublayer of the boundary layer. These velocity measurements are performed using hot wires positioned within a few microns above the surface2 or using particle-based velocimetry3-4. Presently, no wall shear stress measurement approach is free and clear of significant limitations. Surface mounted thermal sensors suffer from heat transfer problems, thus making an accurate calibration a difficult task while velocity measurements are limited to relatively low Reynolds numbers because of the commonly accepted requirement for the measurement to be located within the linear sublayer, y+<5.
Using optical MEMS technology, a wall shear
stress sensor based on a measurement technique demonstrated by Naqwi and
Reynolds5 was developed and described in previous
publications3-4. This
sensor measured the flow velocity at 66 mm above the sensor surface using a diverging
fringe pattern originating at the surface.
This method yielded accurate results as long as the measurements were
conducted within the linear sub-layer, thus limiting the sensor application to
Reynolds number flows less than 106. (The accuracy vs. Reynolds number for
the Diverging Fringe Doppler sensor is reported below in Figure 3).
This paper describes a new optical MEMS sensor, the Dual Velocity sensor, designed to extend the range of shear stress measurements up to Re = 108. This new optical sensor measures the average flow velocity at two different probe locations and an empirical method is used to estimate the velocity gradient at the wall. The sensor was tested in a wind tunnel simultaneously with two other shear stress sensors: an oil film interferometer, and the Diverging Fringe Doppler sensor. The results obtained from all three sensors were in excellent agreement with each other. These results were also in excellent agreement with the wall shear calculated from the measured boundary layer profiles using a traversing MiniLDV™ for all experimental conditions. The design and fabrication of the sensor are described here along with the comparative results obtained with other sensors.
MEMS-based Optical Shear Stress Sensors
The Diverging Fringe Doppler sensor is a precursor to the Dual velocity sensor and is briefly described here.
The Diverging Fringe Doppler Shear Sensor
Figure 1 shows a conceptual drawing of the MOEMS wall shear stress sensor principle. The transmitter DOE, illuminated by the output of a single mode fiber, generates diverging interference fringes originating at the surface and extending into the flow. The scattered light from the particle passing through the fringes is collected through a window at the surface of the sensor and focused onto a multimode fiber by the receiver DOE. The probe volume region is defined by the intersection of the transmitter and receiver fields centered at approximately 66 mm above the surface. The key requirement is that the sensor probe volume should be at or near linear region of the boundary layer.

Figure 1 Schematic of the optical shear stress sensor principle
of measurement.
A schematic drawing of the Diverging Fringe Doppler shear stress sensor is shown in Figure 2. The light output of a single mode optical fiber was allowed to diverge onto a PMGI (Polymethylglutarimide) diffractive lens and was spatially filtered through two parallel slits etched into a chromium layer. The output was a diverging fringe system. The probe volume is located above a window etched into the chromium layer to gather light with a receiver PMGI diffractive lens. The light was imaged onto a multimode fiber coupled to a photodiode. The spatial filter at the surface of the sensor ensures that the fringes originate at the surface of the sensor.

Figure 2 Diverging Fringe Doppler sensor design
A detailed description of the sensor is given in a previous paper3.
Shear Stress Sensors for higher Reynolds numbers: The Dual Velocity sensors
It is clear that the accuracy of estimating the wall velocity gradient can improve if the velocity is known at more than one point. Using two-point measurements at probe locations Ypv and 2Ypv, we have used an empirical method to estimate the velocity gradient at the wall. The corresponding wall shear stress accuracy estimate is given in Figure 3 for single and two-point velocity measurements. This plot expresses the downstream location of the measurement normalized by the height of the probe volume above the flat plate vs. the Reynolds number. For example, at 1 m downstream from the leading edge (x/Ypv=1.51 x 104), the accuracy of single point measurement will be 90% for a Reynolds number of 3 x 106. A two-point measurement will be 90% accurate for Reynolds number of 1.5 x 107, a factor 5 improvement in the sensor’s Reynolds number limitation.

Figure
3 Accuracy of wall shear stress in a flat plate turbulent
boundary layer based on two-point velocity data from probe volumes located at
Ypv and 2Ypv. An empirical method is used to estimate the wall velocity
gradient. To achieve the indicated level of accuracy, the conditions must lie
above the corresponding line.
The accuracy of wall shear stress estimation from two-point data can be significantly improved using a fit through the velocity measurements[1]. The method works well over a broad range of pressure gradients. The idea behind the method is as follows: Typical turbulent boundary layer profiles are shown in Figure 4 for different external pressure gradients. The important observation is that, once normalized using inner variables, the profiles in the logarithmic overlap layer and the linear sublayer collapse onto one single curve.
The Spalding formula representing
and shown in
Figure 5 presents a good fit to the velocity profiles. Note
that Spalding’s formula provides a reasonable representation of the mean
velocity profile in a turbulent boundary layer all the way from the wall to the
end of the log region, to several hundred y+ units, thus including
both the linear sub-layer and the logarithmic law.

Figure
4 Left: Experimental turbulent boundary-layer velocity
profiles for various pressure gradients (Data from Coles and Hirst (1968), and
Right: Replot of velocity profiles shown on the left using inner-law variables
y+ and u+.
Reprinted from “Viscous Fluid Flow” by F. A. White.
Estimating the wall shear stress is performed by doing a fit,
the mean velocity profile
is transformed into
using the
mapping
and n
is the kinematic viscosity of the fluid. Using an iterative procedure, the
friction velocity
is determined
from the best fit to the Spalding formula
using the data within the first several hundred wall
units. In principle, if the
velocity data are accurate, this method can give an extremely accurate estimate
of the wall shear stress (to the extent that the Spalding formula, or another
equivalent, is an accurate representation of the mean profile).

Figure 5 Mean velocity profile of a turbulent boundary layer
from “Viscous Fluid Flow” by F. A. White.
Note that Spalding’s formula represents well the mean velocity profile in a turbulent boundary layer (for all pressure gradients except for the case of a separating flow as shown in Figure 4) to about y+=200. Typical turbulent boundary layer profiles for different external pressure gradients are shown in Figure 4. The important observation is that, once normalized using inner-law variables, the velocity profiles in the overlap layer and the linear sublayer collapse onto one single curve.
Description of the Dual Velocity sensor
Based on the findings described in the previous section, a MEMS-based optical sensor was designed to measure flow velocity at two locations above the sensor surface. This sensor was composed of one transmitter DOE (diffractive optic element) and two receiver DOEs, as shown in Figure 6. The transmitter DOE was illuminated by the output of a singe mode fiber pigtailed to a diode laser. The transmitter generated two probe volumes, one located approximately at 65 mm and a second located approximately at 110 mm above the sensor surface. These probe locations were measured in air. Each probe volume was composed of two elongated light spots, 75 mm long and 13.7 mm apart. The scattered light generated by particles intersecting the probe volume, generating two intensity spikes, was focused onto a fiber by the receiver DOE and brought to an avalanche photodetector. An autocorrelation performed on the digitized output of each photodetector yielded the time elapsed between the spikes. The distance between the light spots divided by the elapsed time yielded the instantaneous flow velocity.

Figure
6 Design of the Dual Microvelocimeter with two probe
volumes, one probe volume located at 65 mm and a second probe volume located at 110 mm above the surface of the sensor.
A photograph of the transmitter DOE and the resulting probe
volumes generated by the transmitter is shown in Figure 7. The DOE was fabricated by direct-write electron beam
lithography8 using 0.25 mm square pixels and 64 depth levels. As a result, the two peaks in the signal
are well defined and the processing yields a data rate 4 times higher than in
previous velocity sensors.

Figure 7 Photographs of the transmitter DOE and of the two probe
volumes. The locations of the probe
volumes are given for use in water.
Wall shear stress measurements
Tests were carried out at the California Institute of Technology 2’ wind tunnel. For the particle-based measurements, the tunnel was seeded with oil droplets using a pressurized nebulizer (the average droplet diameter was estimated at 3 mm). The shear stress sensor results were compared with the results from the oil interferometry and MiniLDV™ results. The oil interferometry technique3 measured the thinning rate of an oil film dropped on a surface (the tunnel bottom wall in this case) as it is being sheared by the flow. A monochromatic light source (sodium light) was used to generate an interferometric pattern in the oil film and a camera was used to record the pattern. The oil viscosity was calibrated and the tunnel temperature recorded. Prof. Nagib from the Illinois Institute of Technology conducted the oil film interferometry.
In addition, VioSense’s miniature laser Doppler velocimeter, the MiniLDV™, was mounted on a traverse attached below the flat plate and was used to characterize the boundary layer profile through a window installed in the flat plate. The Reynolds number for the experimental conditions varied from 0.3 x 106 to 5.7 x 106. This corresponded to a free stream velocity of 2.75 m/s to 40 m/s. The measurement was carried out on the tunnel bottom wall at 2.08 meters beyond the converging section. The boundary layer was tripped using a 2” wide sand paper strip placed at the entrance of the test section.
A photograph of the experimental setup is shown in Figure 8. The sensors, the MiniLDV and the Diverging Fringe Doppler sensor, are already mounted on the bottom wall of the test section. To the left of these sensors is a MEMS skin friction sensor designed and fabricated by Ho and Tai6 as a joint Caltech/UCLA program. Testing the MEMS skin friction sensor is currently in process.

Figure
8 Photograph of the wind tunnel test section equipped
with the Miniature LDV and the Doppler sensor
Boundary layer profiles obtained with the Miniature LDV
The MiniLDV™ 7, successfully used to characterize shear stress sensors3, was mounted on a traverse attached to the wall of the wind tunnel. Figure 9 shows a plot of the turbulent velocity profiles obtained in the boundary layer using the MiniLDV probe for Reynolds number between 0.38 x 106 and 1.89 x 106.

Figure 9 Turbulent velocity profiles measured in the 2’ wind
tunnel
The slope at the wall
was obtained from each boundary layer survey using a fit of
the measured mean velocity to the Spalding Universal Law.
The wall shear stress
was calculated
as a reference for the results obtained with the Diverging Doppler sensor and
the Dual velocity sensor.
Wall shear stress measurements obtained with the Diverging Doppler sensor
Wall shear stress measurements were obtained using the
Diverging Doppler shear stress sensors. Particle passing through the sensor
probe volume generate a signal burst similar to that of an LDV. The frequency of
the Doppler burst was calculated using a Fast Fourier Transform. The velocity
gradient at the wall was calculated from the product of the Doppler burst
frequency and the sensor fringe divergence
measured during the fabrication of the sensor.
The wall shear stress measurements were compared to the results obtained with the Miniature LDV and the oil film interferometry technique. The results obtained with the three measurement techniques are displayed in Figure 10. The graph shows that the results agree extremely well both among the measurements techniques and with the theoretical formula for the wall shear stress given in the previous paragraph.
Figure 10 - Wall shear
stress measurements obtained with the diverging fringe Doppler sensor compared
to that obtained with the MiniLDV.
Wall shear stress measurements obtained with the Dual Velocity sensor
The Diverging Fringe Doppler sensor was replaced in the tunnel with the Dual Velocity shear sensor and data were acquired for the same flow conditions as that used for the Doppler shear sensor. The average velocity was calculated by averaging 100 instantaneous measurements. The sensor provided velocity measurements at two locations 65 mm and 110 mm above the sensor.
The wall shear stress was calculated from the dual velocity measurements using a Spalding fit through the linear sublayer and the logarithmic overlap. Figure 11 shows the Spalding fit to five sets of dual velocity measurements in the sublayer.
Figure 11 Spalding fit
to dual velocity measurements using the Dual Velocity sensor
The wall shear stress measurements obtained using the Dual Velocity sensor are shown in Figure 12, combined with the results from the boundary layer survey obtained with the Mini LDV. These results show that the dual velocity approach to measure wall shear stress performs very well at Reynolds number in excess of 5.5 million and is a viable extension to the Diverging Doppler sensor.
Figure 12 Wall shear
stress measurements with the Mini LDV, the Diverging Doppler sensor and oil film
interferometry.
The local skin friction
’ was calculated for all sensors used in the tests
and the results are plotted in Figure 13. The Diverging Fringe Doppler sensor performs well
for Reynolds numbers up to 106 and the Dual Velocity sensor is in
reasonable agreement with the theoretical curve.
Figure 13 Comparison
of local skin friction measurements obtained with the diverging Doppler sensor,
the dual Velocity sensor, LDV, oil film, and additional results obtained by
Österlund9 and Hites10.
Figure 4. Mean velocity profile of a turbulent boundary
layer for different pressure gradients, from “Viscous Fluid Flow” by F. A.
White.
Conclusions
An optical MEMS shear stress sensor, the Dual Velocity sensor, was fabricated and tested in a wind tunnel at Reynolds numbers up to 5.6 x 106. This Dual Velocity sensor yielded velocity measurements at two locations close to the wall and the wall shear is obtained by fitting a Spalding curve through the data. The results obtained with this sensor were in good agreement with measurements obtained in the same tunnel using other techniques such as the oil film interferometry technique and with another MEMS-based optical shear stress sensor, the Diverging Fringe Doppler sensor. The results obtained with this sensor demonstrate that wall shear stress can be accurately estimated by measuring the velocity in the boundary layer at two points located within the first hundred y+. Experiments are currently underway to demonstrate this two-point approach for accurate wall shear measurements for higher Reynolds number flows.
Acknowledgements
This work was funded by DARPA under Contract No. N66001-99-1-8902 from SPAWAR and by the Office of Naval Research under Contract No. N00014-02M-0192.We greatly acknowledge the support of our Contract Technical Monitor, Dr. Ki-Han Kim of ONR and his colleagues Dr. Paisan Atsavapranee and Dr. David Hess of NSWC. We also would like to thank P. Gonzalez, F. Taugwalder and P. Svitek of VioSense for their technical support throughout this project.
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