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Universal mechanism for air entrainment during liquid impact

Published online by Cambridge University Press:  26 January 2016

Maurice H. W. Hendrix*
Affiliation:
Physics of Fluids Group, Faculty of Science and Technology, Mesa+ Institute, and J. M. Burgers Center for Fluid Dynamics, University of Twente, 7500 AE Enschede, The NetherlandsLaboratory for Aero and Hydrodynamics, Delft University of Technology, Leeghwaterstraat 21, NL-2628 CA Delft, The Netherlands
Wilco Bouwhuis
Affiliation:
Physics of Fluids Group, Faculty of Science and Technology, Mesa+ Institute, and J. M. Burgers Center for Fluid Dynamics, University of Twente, 7500 AE Enschede, The Netherlands
Devaraj van der Meer
Affiliation:
Physics of Fluids Group, Faculty of Science and Technology, Mesa+ Institute, and J. M. Burgers Center for Fluid Dynamics, University of Twente, 7500 AE Enschede, The Netherlands
Detlef Lohse
Affiliation:
Physics of Fluids Group, Faculty of Science and Technology, Mesa+ Institute, and J. M. Burgers Center for Fluid Dynamics, University of Twente, 7500 AE Enschede, The Netherlands
Jacco H. Snoeijer
Affiliation:
Physics of Fluids Group, Faculty of Science and Technology, Mesa+ Institute, and J. M. Burgers Center for Fluid Dynamics, University of Twente, 7500 AE Enschede, The NetherlandsMesoscopic Transport Phenomena, Eindhoven University of Technology, Den Dolech 2, 5612 AZ Eindhoven, The Netherlands
*
†Email address for correspondence: m.h.hendrix@gmail.com

Abstract

When a millimetre-sized liquid drop approaches a deep liquid pool, both the interface of the drop and the pool deform before the drop touches the pool. The build-up of air pressure prior to coalescence is responsible for this deformation. Due to this deformation, air can be entrained at the bottom of the drop during the impact. We quantify the amount of entrained air numerically, using the boundary integral method for potential flow for the drop and the pool, coupled to viscous lubrication theory for the air film that has to be squeezed out during impact. We compare our results with various experimental data and find excellent agreement for the amount of air that is entrapped during impact onto a pool. Next, the impact of a rigid sphere onto a pool is numerically investigated and the air that is entrapped in this case also matches with available experimental data. In both cases of drop and sphere impact onto a pool the numerical air bubble volume $V_{b}$ is found to be in agreement with the theoretical scaling $V_{b}/V_{drop/sphere}\sim \mathit{St}^{-4/3}$ , where $\mathit{St}$ is the Stokes number. This is the same scaling as has been found for drop impact onto a solid surface in previous research. This implies a universal mechanism for air entrainment for these different impact scenarios, which has been suggested in recent experimental work, but is now further elucidated with numerical results.

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Papers
Copyright
© 2016 Cambridge University Press 
Figure 0

Figure 1.Air bubble entrapment for different impact scenarios. Bubbles and deformations are not drawn to scale. (a) Rigid sphere impact onto a pool. The pool deforms due to an increase in air pressure right under the sphere before it touches the pool, which results in an entrapped air bubble. (b) Drop impact onto a pool. Not only the pool, but also the drop, consists of a deformable interface. As a result, the increased air pressure deforms both the pool and the drop and an air bubble is entrapped. (c) Drop impact onto a solid. Here also, a local increase in air pressure deforms the drop before it touches the solid and results in an entrapped air bubble.

Figure 1

Figure 2.(a) Schematic of drop impact onto a pool. The methods used are indicated in the figure: both the liquid domains are modelled with potential flow, while the air layer is described with Stokes flow. The grey arrows indicate that the flow of the air film is coupled to the dynamics of the liquid domains, and vice versa. (b) Definition of the ($n,s$)-coordinate system, where $s$ is aligned along the drop curve and $n$ is the unit normal with respect to the drop.

Figure 2

Figure 3.(a–h) Drop impact onto a liquid pool: (a,e) $t=0$, (b,f) $t=0.13$, (c,g) $t=0.15$, (d,h) $t=0.17$. Note the different length scales for the $r$-axis and $z$-axis in the shape plots. The impact speed is $U=0.42~\text{m}~\text{s}^{-1}$ and the drop radius is $R=0.95~\text{mm}$. The density and surface tension of the liquid are respectively ${\it\rho}=916~\text{kg}~\text{m}^{-3}$ and ${\it\gamma}=0.020~\text{N}~\text{m}^{-1}$. These impact parameters correspond to $\mathit{St}=2.0\times 10^{4}$ and $\mathit{We}=7.7$. The simulation starts at time $t=0\;\text{ms}$ at a separation of $h_{r=0}=50~{\rm\mu}\text{m}$. Due to the approach of the drop, the excess air pressure $P_{g}$ will increase and acts on both the drop and the liquid pool ($t=0.13\;\text{ms}$). At the final stage ($t=0.17\;\text{ms}$) the minimum separation of the interfaces reaches $0.4~{\rm\mu}\text{m}$ and the simulation is stopped. The bubble volume $V_{b}$ can thus be determined. (i–k) Part of the simulation domain with detailed snapshots of the air film at $t=0.17\;\text{ms}$. In (k), the actual node distribution around the smallest separation point can be inspected. This is the most refined distribution of computational nodes that is used. For the region outside the gap a coarser node distribution is sufficient.

Figure 3

Figure 4.Rigid sphere impact onto a pool: (a,e) $t=0$, (b,f) $t=0.12$, (c,g) $t=0.13$, (d,h) $t=0.15$ ms. The impact speed is $U=0.42~\text{m}~\text{s}^{-1}$ and the radius is $R=0.95~\text{mm}$. The density and surface tension of the fluid are respectively ${\it\rho}=916~\text{kg}~\text{m}^{-3}$ and ${\it\gamma}=0.020~\text{N}~\text{m}^{-1}$. These impact parameters correspond to $\mathit{St}=2.0\times 10^{4}$ and $\mathit{We}=7.7$.

Figure 4

Figure 5.Figure adapted from Tran et al. (2013). Boundary integral method results are superimposed as yellow symbols. (a) Various experimental data for the normalized bubble volume $V_{b}/V_{sphere/drop}$ are shown. Excellent quantitative agreement was found with numerical results. (b) The data, both numerical and experimental, were found to collapse onto one single curve by normalizing $V_{b}$ as $V_{b}/(nV_{sphere/drop})$, with $n$ the number of free interfaces involved during impact. This number is 2 instead of 1 in the case of drop impact onto a liquid pool.

Figure 5

Figure 6.Drop impact onto a pool with a corresponding plot of the relative deformation ${\it\delta}$ of both the pool and the drop; (d) shows the definition of ${\it\delta}$: (a,e,i) $t=0$, (b,f,j) $t=0.13$, (c,g,k) $t=0.15$, (d,h,l) $t=0.17$ ms. We observe excellent overlap between the relative deformations, which is emphasized in (i–l) where ${\it\Delta}={\it\delta}_{drop}-{\it\delta}_{pool}$, the difference between the two relative deformations, is shown. The same impact conditions as for the case described in figure 3 are used: the impact speed is $U=0.42~\text{m}~\text{s}^{-1}$ and the radius is $R=0.95~\text{mm}$. The density and surface tension of the liquid are respectively ${\it\rho}=916~\text{kg}~\text{m}^{-3}$ and ${\it\gamma}=0.020~\text{N}~\text{m}^{-1}$, which correspond to $\mathit{St}=2.0\times 10^{4}$ and $\mathit{We}=7.7$.

Figure 6

Figure 7.Kinetic energy monitoring during drop impact onto a pool, with impact parameters as described in figure 3, for times (a,b) $t=0$, (c,d) $t=0.13$, (e,f) $t=0.15$, (g,h) $t=0.17~\text{ms}$. (a,c,e,g) In the left half, the kinetic energy $K$ is grey-scale coded: black is zero kinetic energy; white is maximum kinetic energy in the system, which is $K={\it\rho}U^{2}/2$. (b,d,f,h) The kinetic energy is recalculated in a moving reference frame moving upwards at $U/2$. This results in a frame of reference in which both the pool and the drop move with a speed of $U/2$ towards each other. Again, the left half shows the kinetic energy. We observe a symmetric behaviour, which supports the hypothesis that the pool and the drop react in a symmetric way to the local pressure increase.

Figure 7

Figure 9.Sphere impact onto a pool, with impact parameters as described in figure 4. The bubble volume calculated for different rupture thicknesses $h_{min}$ is shown. At a rupture thickness $h_{min}$ of $0.4~{\rm\mu}\text{m}$ the air bubble volume is converged, as taking the rupture thickness twice as small with a value of $0.2~{\rm\mu}\text{m}$ does not significantly alter the result.