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* Faculty of Science and Technology, Physics of Fluids, University of Twente, Enschede, The Netherlands;
Experimental Echocardiography, Thoraxcentre, Erasmus Medisch Centrum, Rotterdam, The Netherlands; and
Institute for Surgical Research, University of Munich, Klinikum Grosshadern, Munich, Germany
Correspondence: Address reprint requests to Dr. Claus-Dieter Ohl, Tel.: 31-53-489-5604; E-mail: c.d.ohl{at}tnw.utwente.nl.
| ABSTRACT |
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-type wall jet compares very well with the full solution of the Navier-Stokes equation for a jet of finite thickness. Apart from annular sites of sonoporation we also find more homogenous patterns of molecule delivery with no cell detachment. | INTRODUCTION |
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In general, it can be distinguished between two acoustic approaches to excite the bubble activity near to cells: Either with a quasi-continuous ultrasound (1
) or with a single intensive wave (13
). In quasi-continuous ultrasound applications, cells are exposed to many acoustic cycles. Then, bubbles have enough time to grow by rectified diffusion (14
17
) from small nuclei to resonance size. In contrast, single wave excitation causes nucleation and drives the bubble to a single large volume oscillation. This can only be achieved for sufficient amplitudes of the negative pressure. For this purpose, shock wave generators, which are commonly used for the fragmentation of renal stones (shock wave lithotripsy), have proven to reach sufficient tensile stress. Other methods to generate shock waves involve the use of lasers (6
,18
) or shock tubes (19
). In a recent experimental study, a laser-induced cavitation bubble was generated near to a substrate with adherent rat kidney cells (20
). The authors concluded that the shock wave launched from the cooling plasma at the laser focus causes cell lysis and the lysis region is fully developed within 1 µs after the laser pulse.
Here, we show that cavitation bubbles cause membrane poration to cells plated on a substrate through a rather complex sequence of events: Bubbles become nucleated and expand explosively. During the collapse of bubbles near to the substrate, a jetting flow toward the substrate is excited. When this jet flow impacts onto the boundary, it spreads out radially along the substrate. It is this flow whichtogether with the no-slip velocity boundary condition at the wall covered with cellscauses a strong gradient in the velocity component parallel with the substrate. The resulting shear stress acts on the cells attached to the boundary.
In this article we will first present a picture covering a large area of cells treated with a single shock wave. Next, fluorescence and electron micrographs distinguish locations of permanent and viable sonoporation. Then the dynamics of bubble-cell interaction is revealed with high-speed photography. These observations are compared to a simple model of wall-flow caused by the collapsing bubble. This simple model reasonably agrees with the data. Note that we do not present a full theoretical or numerical description of the wall jet here. (Such a description has been done by Blake and co-workers; see, e.g., (28
,31
,38
,39
,41
).)
| EXPERIMENTAL METHODS |
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22°C.
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250 x 103 frames per second. It is equipped with 128 individual charge-coupled device cameras that are read out digitally. The size of each frame is 500 x 292 pixels. Illumination is provided with a continuous lamp connected to a flexible light guide, which is submerged in the water and positioned close to the flask. A long distance microscope (model No. K2, Infinity, Stuttgart, Germany) with a CF-3 objective (120 mm working distance in air) images the scene. A field lens at the primary image plane of the high-speed camera collects the illumination light (Köhler-type illumination).
Cell assay and viability checks
Cervix cancer cells (HeLa) were grown at 37°C and 5% CO2 in Iscove's modified Dulbecco's medium (Invitrogen, Breda, Netherlands) supplemented with 10% fetal bovine serum (Invitrogen) until they form a nearly confluent monolayer. The medium was enriched with a solution of antibiotics and antimycotic (No. 15240-062, Gibco, Big Cabin, OK) with 100 units/ml penicillin, 100 µg/ml streptomycin, and 0.25 µg/ml amphotericin B. The cell density in the flask at the time of use was
500 cells/mm2. The cells were grown in 35-mm diameter petri dishes. Before the exposure with shock waves, the petri dishes were attached to a holder with an imaging window and filled completely with medium and 1 mg/ml of the cell impermeant fluorophore Calcein (Merck, Darmstadt, Germany). Special threads into the petri dish holder allowed filling and its closure such that no air bubbles become trapped within. Then the holder was attached to a three-axis translation stage and positioned at the focus of the sound field. Cell viability was tested by adding ethidium bromide (Fluka, Zwijndrecht, Netherlands) after shock wave exposure. By staining the cell culture at a final concentrations of 5 µg/ml, ruptured cells appear red due to the intercalation of ethidium bromide into their DNA.
Scanning electron microscopy and cell preparation
Cells after exposure to the shock wave and washing were fixed with a 5% glutaraldehyde solution in PBS for 30 min. Dehydration was carried out in graded series of ethanol (50%, 70%, 90%, 95%, and 100% for 20 min each). Then the medium for the dehydrated cells was replaced by 50% mixture of tetramethylsilane and ethanol (22
). Finally, cells were immersed in 100% tetramethylsilane for 10 min and air-dried at room temperature. All the specimens were mounted on metal stubs with carbon-conducting tape and were observed with a low-voltage scanning electron microscope (Gemini 1550 FEG, Leo Elektronenmikroskopie, Oberkochen, Germany) at voltages between 0.5 kV and 1.2 kV. Due to the low voltage operation mode it was not necessary to deposit a conducting metal layer onto the specimen.
Large-scale fluorescence microscopy
After the application of a single shock wave, molecular uptake is scattered over an area of typically >1 cm2. Simple imaging of the complete pattern using a camera connected to the microscope is not feasible without the loss of the details on the size of individual cells. Therefore, we applied a digital image processing procedure named "image stitching," where multiple partly overlapping images of the substrate are taken. After suitable image processing steps to equalize the image brightness of the individual images, these are then combined into a single large-scale picture.
| RESULTS AND DISCUSSION |
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4 x 4 mm2.
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30%) is reflected at the back surface of the petri dish, and a second bubble cluster separated in space from the primary one is formed. Thus, near-surface bubble collapse takes place at two separate areas on the petri dish, regions A and C. Region B is practically free of bubbles, although we find molecular uptake at lower intensity levels of the fluorescence emission. This region is closest to the center of the bubble cluster generated within the petri dish. The collective collapse of this cluster acts like a sink flow drawing fluid toward its center. We speculate that it might be the shear flow generated by the violent cluster collapse that causes the drug uptake in region B. This hypothesis would explain that the homogeneous and diffuse pattern is only observed between regions A and C being nearest to the center of the main cavitation cluster.
Closeups of detachment sites
Two closeups with an additional viability staining from region A are depicted in Fig. 3. There, ethidium-bromide is used to stain permanently porated cells red and viable calcein uptake is indicated with green fluorescence. In general, we find disk-shaped detachment sites with diameters of the order of the maximum bubble diameter. The central cleared areas are bordered with an inner annular ring of killed cells. A typical example is given in the left portion of Fig. 3. There, the area of cell killing (red-stained cells) has a width of
5 cell diameters wide. These cells will eventually round-up due to their loss of adhesion ability. In contrast, the cells in the outer annular structure (stained green) stay adhesive.
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As pointed out above, region B, Fig. 2, shows a much different uptake pattern. A closeup from region B with ethidium-bromide staining is depicted in Fig. 4. We find a homogeneous delivery pattern with
15% of the cells showing permanent poration (colored red). This observation can be explained with a flow generated at a larger scale from the collapsing cloud above the substrate. It will resemble to some extent the flow from a large bubble collapsing at some distance from the substrate. The area where cells are subjected to highest shear rates from this flow pattern will be the one closest to the center of the cloud. From geometrical considerations, this area is located between regions A and region C in Fig. 2.
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1 µm. Most probably their large size prevented a closure between shock-wave exposure and fixation with glutaraldehyde, which was conducted
5 min after shock-wave exposure. In contrast, smaller and repairable pores close earlier (26
Cavitation-induced detachment dynamics
Fig. 6 depicts selected frames taken from a recording with the framing camera Brandaris 128 (21
) at 230,000 frames per second. The numbers in the upper right display the time passed from the start of the negative pressure wave in microseconds. The recording is taken perpendicular to the substrate. Thus the dynamics is seen in a top view looking on the blurry layer of cells. Two stages of the dynamics can be distinguished, namely, the bubble oscillation and the process of cell detachment.
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t
154 µs. The time to collapse an empty, spherical, isolated bubble of radius Rmax to zero size is given by the Rayleigh collapse time
, where
and P0 in Eq. 1 are the density of the liquid and the pressure far from the bubble, respectively. As here the bubble is not isolated but close to a wall, we allow for a prolongation factor
, which depends on the distance of the bubble center from the rigid boundary and is of order 1 (27
![]() | (1) |
For
= 1, the measured collapse time of TC = 77 µs would correspond to a maximum bubble size of Rmax
0.85 mm. However, the presence of the boundary increases the collapse time, i.e.,
> 1 in Eq. 1. Therefore, the maximum bubble radius is slightly overestimated when taking
= 1. Indeed, the measured radius is slightly smaller, namely 0.8 mm. The assumption of a Rayleigh collapse time holds only for a bubble driven by a constant (ambient) pressure. This condition is fulfilled in this experiment because the duration of the tensile wave is only a few microseconds and therefore negligible compared to duration of the first oscillation cycle.
The bubble rebounces after the first collapse as a toroid with a corrugated surface. This toroidal structure results from the liquid jet flow toward the substrate. After the rebounce, a second much weaker volume oscillation is observed before the bubble finally disintegrates at t
200 µs.
The second dynamical stage in Fig. 6 is the growth of the cell-depleted area first visible at
180 µs. Initially, the central cleared area is surrounded by the remains of the toroidal bubble. The initial size of the depleted area is comparable with the size of the toroidal bubble. In the beginning, the depleted area grows at a radial velocity of 2 m/s. Later it decreases within the captured sequence to 0.4 m/s. Interestingly, no cell removal is observed during the early phase of the bubble collapse.
Fig. 7 depicts the temporal evolution of the bubble radius and the equivalent radius of the area cleared from cells. The cleared area approaches an averaged radius of 0.95 mm asymptotically. The most remarkable and important experimental finding is that, although the bubble has already disintegrated, the growth of the cell depletion area still continues.
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Simple model for the shear flow
We now estimate the size of the lesions observed on the substrate as a function of the maximum bubble radius.
As already mentioned, a bubble that collapses near to a boundary develops a jet flow through the center of the bubble. The jet flow eventually pinches the bubble wall toward the rigid boundary. In general, the jet flow develops during the shrinkage of the bubble, and the maximum velocity of the jet tip strongly depends on the standoff distance of the bubble center from the boundary. We expect that not the maximum jet wall velocity but the averaged jet velocity is of greater importance. This is supported by the observation that the detachment of the cells occurs on a long timescale (on the order of the bubble collapse time). In contrast, the maximum jet velocity is only reached for a short duration around the final stage of bubble collapse (30
,31
). In an experimental study (32
) the jet impact velocities from relatively large bubbles (Rmax = 1.45 mm) were measured. Values increasing from 5 m/s to 80 m/s (for shorter distances to the boundary) were obtained.
The interaction of a nonstationary jet flow with the adherent cells is very complex. Therefore, in a simplified model we assume that the jet impinges with a constant (i.e., stationary) flow velocity on the substrate. This flow velocity is identified with the averaged jet velocity. Unfortunately, no experimental data on the time-averaged velocity is available in literature. Therefore, a lower bound of the averaged impact jet velocity ujet is estimated under the assumption that the jet flow develops during the shrinkage of the bubble from its maximum radius, Rmax. The impact of the jet occurs before the bubble reaches minimum size, and the jet flow dies out during the reexpansion of the bubble. An approximate timescale for the jet flow duration is the Rayleigh collapse time Tc (see Eq. 1). Thus, the averaged jet velocity is estimated as
![]() | (2) |
Interestingly, the averaged jet velocity is independent of the bubble size. In literature, up to now the focus was on maximal velocities. Equation 2 is an interesting prediction that should be checked in boundary integral simulations.
Let us define a jet-based Reynolds number
![]() | (3) |
the kinematic viscosity of the liquid. Experiments (33
![]() | (4) |
The last expression in Eq. 4 is approximately valid for a bubble in water at ambient atmospheric pressure.
To get an idea of the flow, we will address the flow field induced from the jet only. Therefore, we neglect the flow field generated from the collapsing bubble. This serious simplification is examined in the Appendix. Further, as a limiting case we assume a stationary flow impacting vertically on the surface. The aim of this exercise is to get an idea of the strength of the shear stress at the wall.
In this limiting case, the flow is called "Glauert's wall jet" (34
). Glauert obtained this solution through a similarity analysis. In his derivation and analytical solution of the boundary layer equation he had to neglect the region around the stagnation point (i.e., near to the point of impact). Therefore, we compare in a second step his solution with a full numerical solution to estimate the range of validity of the Glauert solution.
Glauert's similarity solution for the horizontal velocity u, the vertical velocity v, and the wall shear stress
can be written in terms of the similarity variable
= (135F/(32
3x5))1/4y (the reduced wall distance) with F = 3
4/(40ujet). It reads
![]() | (5) |
![]() | (6) |
![]() | (7) |
The function f(
) in Eqs. 57 is determined from the solution of the ordinary differential equation f''' + ff'' + f'2 = 0. The analytical solution is stated in (34
). The constant F is the momentum flux of the incoming jet. For a jet impinging with a flat velocity profile,
.
Fig. 8 depicts the streamlines in the (x,y)-plane from the similarity solution for different values of the Re-number. The Re-number is a function of the maximum bubble radius only (see Eq. 4) because the diameter of the jet is fixed to 1/10th of the bubble diameter. Thus, the frames in Fig. 8 can be related to bubble radii of Rmax = 50, 100, 150, and 200 µm.
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This is done by comparing the solution of the full Navier-Stokes equation with the similarity solution. Therefore, we make use of a finite element solver (FEMLAB, Comsol, Los Angeles, CA) to calculate the flow field. We assume that the jet flow caused by the collapsing bubble can be modeled by a continuous discharge of a nozzle placed at a short distance from the boundary. Fig. 9 sketches the axisymmetric geometry (x,y) of the problem. The boundary conditions are defined as following: along the exit plane
, free inflow with velocity v(x, y = h) = vjet and u(x, y = h) = 0; on plane
, no-slip b.c. u(x = djet/2, y) = v(x = djet/2, y) = 0; on planes
and
, free outflow p = 0; on the rigid surface
, no-slip b.c. u(x, y = 0) = v(x, y = 0) = 0; and on the axis of symmetry
, symmetric b.c.
.
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Fig. 10 depicts various streamlines; the solid square denotes the position of the incoming flow. By comparing the streamlines from the similarity solution, Fig. 8, and the full solution, Fig. 10, we find similar streamlines in the far field. In the near field there are, of course, deviations: In the full solution, the fluid entering from the top close to the pipe is sucked toward the jet and dragged under some angle to the horizontal away from the wall. This difference in the flow pattern can be attributed to the neglect of the impingement region in the similarity solution. In the impingement region, fluid is attracted toward the stagnation point leading to a region with a negative horizontal velocity, u < 0. This difference in flow pattern might render our approach invalid to adapt the similarity solution for modeling the strength of the wall shear stress (Eq. 7). To double-check, we therefore compare the magnitude of the wall shear stress from the similarity solution with the solution of the full Navier-Stokes equation.
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1.5 and drops again for larger distances. In contrast, the similarity solution (dashed line in Fig. 12) starts from infinity (see Eq. 7) and approaches the Navier-Stokes solution with increasing x/Rjet asymptotically. From Fig. 12, it becomes evident that the similarity solution allows for a very reasonable estimate of the wall shear for normalized distances already from x/Rjet > 3 on.
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Let us rewrite the main model equations: The detachment efficiency n after time t, i.e., the percentage of detached cells, is given by the rate equation
![]() | (8) |
) is the shear-stress dependent detachment rate defined through Eq. 9. The detachment rate constant k(
) is therefore the inverse of the typical time needed to detach a cell exposed to hydrodynamic shear stress
. It is expressed as (36
![]() | (9) |
0 are parameters of the cell type and substrate. These two constants are estimated with values for Dictyostelium discoideum on a glass substrate taken from Décavé et al. (37
0 = 0.08 Pa.
The critical shear stress
c to cause cell detachment can be obtained by solving Eqs 8 and 9 for
. The time t in Eq. 8 is the duration the shear stress lasts and can be identified with the collapse time TC (see Eq. 1). For convenience, we identify full detachment with n = nf = 99%. The shear stress as a function of the distance from the stagnation point is given as a monotonic function. Therefore, the critical shear stress
c can be identified uniquely with the radius of detachment.
By considering the diameter of the jet as a function of the bubble diameter and using the estimate for the constant jet velocity from Eq. 2, we can numerically solve for the radius of the detachment area, xc, as a function of the bubble radius.
Yet, an approximation of the critical shear stress can be obtained analytically by inserting Eq. 9 into the rate Eq. 8, solving for
c, and neglecting terms of the order log(
/
0). This is justified for large wall shear stresses when
. The critical shear stress is thus approximated by
![]() | (10) |
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We mention that, when cavitation nuclei (ultrasound contrast agent Levovist from Schering, Berlin, Germany mixed at a concentration of 10 mg/ml) are added, many more bubbles are nucleated. These, however, grow much lesspresumably due to the bubble-bubble interaction. Instead of circular sites of detachment reported in this publication, we find scattered sides of drug delivery with a few cells involved and no detached cells.
| SUMMARY |
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| APPENDIX: COMMENT ON THE FLOW FIELD OF COLLAPSING BUBBLES NEAR BOUNDARIES |
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= s/Rmax, between 0.6 and 1.2, where s is the initial distance between the bubble center and the boundary. High-speed photography (38
Potential flow calculations, e.g., those of Pearson et al. (41
), are in excellent agreement with experimental observations. Therefore, one wonders if a simple wall jet flow is able to model the essential flow field close to the boundary. Here, we argue that although liquid from the wall jet is accelerated away from the boundary, the relevant fluid dynamics for the cell detachment takes place in the boundary layer, which cannot be captured within the potential flow framework and which was not studied in the above cited experiments.
To obtain more insight on the competition between the outward spreading flow (the wall jet) and the inward one (the sink flow), we compare their magnitude for a typical case. The maximum velocity of the wall jet flow, uout, can be readily calculated with Eq. 5 and the knowledge that the maximum of the function df(
)/d
, which is 0.32 (34
). In contrast, a typical radial inward velocity caused by the shrinking bubble is approximated with a sink located at a distance l from a rigid boundary. From potential flow theory, the inward velocity uin can be calculated with
![]() | (11) |
is the bubble wall velocity. We further estimate an upper bound of uin by setting l = 0 in Eq. 11. We find that the velocity uin(x) for a typical case (see (38
= 1.1, Rmax = 1.4 mm,
= 35 m/s, and ujet = 60 m/s) is at least an order-of-magnitude smaller than uout(x). Thus we argue that the boundary layer flow caused by the jet is only weakly modified by the splashing phenomena. We also stress that the splash lasts only for a few microseconds; see, e.g., the reversal of the near-boundary velocity vectors in Fig. 5, b and c, of Brujan et al. (38Our argument of the importance of the wall jet is in full agreement with the observation in our Fig. 6. Here, no cell removal is found during the collapse of the bubble, thus the velocity gradients induced by the inward flow are too weak. In contrast, the outwards-directed jet flow causes immediate detachment.
| ACKNOWLEDGEMENTS |
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This work is financially supported through Stichting voor Fundamenteel Onderzoek der Materie (FOM, The Netherlands), under grant No. 00PMT04. C.D.O. acknowledges the support from the Nederlandse Organisatie voor Wetenschappelijk Onderzoek (NWO, The Netherlands) through the VIDI grant.
Submitted on September 30, 2005; accepted for publication August 18, 2006.
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