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When does an impacting drop stop bouncing?

Published online by Cambridge University Press:  06 March 2023

Vatsal Sanjay*
Affiliation:
Physics of Fluids Group, Max Planck Center for Complex Fluid Dynamics, Department of Science and Technology, and J. M. Burgers Centre for Fluid Dynamics, University of Twente, P. O. Box 217, 7500 AE Enschede, The Netherlands
Pierre Chantelot*
Affiliation:
Physics of Fluids Group, Max Planck Center for Complex Fluid Dynamics, Department of Science and Technology, and J. M. Burgers Centre for Fluid Dynamics, University of Twente, P. O. Box 217, 7500 AE Enschede, The Netherlands
Detlef Lohse*
Affiliation:
Physics of Fluids Group, Max Planck Center for Complex Fluid Dynamics, Department of Science and Technology, and J. M. Burgers Centre for Fluid Dynamics, University of Twente, P. O. Box 217, 7500 AE Enschede, The Netherlands Max Planck Institute for Dynamics and Self-Organization, Am Fassberg 17, 37077 Göttingen, Germany
*

Abstract

Non-wetting substrates allow impacting liquid drops to spread, recoil and take-off, provided they are not too heavy (Biance et al., J. Fluid Mech., vol. 554, 2006, pp. 47–66) or too viscous (Jha et al., Soft Matt., vol. 16, no. 31, 2020, pp. 7270–7273). In this article, using direct numerical simulations with the volume of fluid method, we investigate how viscous stresses and gravity oppose capillarity to inhibit drop rebound. Close to the bouncing to non-bouncing transition, we evidence that the initial spreading stage can be decoupled from the later retraction and take-off, allowing us to understand the rebound as a process converting the surface energy of the spread liquid into kinetic energy. Drawing an analogy with coalescence-induced jumping, we propose a criterion for the transition from the bouncing to the non-bouncing regime, namely by the condition ${Oh}_{c} + {Bo}_{c} \sim 1$, where ${Oh}_{c}$ and ${Bo}_{c}$ are the Ohnesorge number and Bond number at the transition, respectively. This criterion is in excellent agreement with the numerical results. We also elucidate the mechanisms of bouncing inhibition in the heavy and viscous drop limiting regimes by calculating the energy budgets and relating them to the drop's shape and internal flow.

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Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2023. Published by Cambridge University Press.
Figure 0

Figure 1. Axisymmetric computational domain used to study the impact of a drop with radius $R$ and velocity $V$ on an ideal non-wetting substrate. The subscripts $d$ and $a$ denote the drop and air, respectively, to distinguish their material properties, the density $\rho$ and viscosity $\eta$. The drop–air surface tension coefficient is $\gamma$ and $g$ denotes the acceleration due to gravity. The grey dashed-dotted line represents the axis of symmetry, $r = 0$. Boundary outflow is applied at the top and side boundaries (tangential stresses, normal velocity gradient and ambient pressure are set to zero). The domain boundaries are far enough not to influence the drop impact process ($\mathcal {L}_{max} \gg R$, $\mathcal {L}_{max} = 8R$ in the worst case).

Figure 1

Figure 2. Regime map in terms of the Bond number $Bo = \rho _dgR^2/\gamma$ and the drop Ohnesorge number $Oh = \eta _d/\sqrt {\rho _d\gamma R}$, distinguishing the bouncing and non-bouncing regimes. The data points represent the transition between the bouncing and non-bouncing regimes at different Weber numbers $We$. The three series of insets illustrate typical cases in these regimes, namely $(We, Oh, Bo) = (16, 0.05, 3)$ for the upper, $(16, 1, 0.001)$ for the right and $(16, 0.75, 0.05)$ for the bottom series of images, respectively. The solid black line delineates the prediction of this transition ((3.6)). Lastly, the black dashed vertical and horizontal lines mark the two asymptotes, i.e. the viscous limiting case, ${Oh}_{c} = 1$ and the weight limiting case, ${Bo}_{c} = 1$, respectively. See also the supplementary movie SM1 available at https://doi.org/10.1017/jfm.2023.55.

Figure 2

Figure 3. Direct numerical simulations snapshots illustrating the drop impact dynamics for (a) $(Oh, Bo) = (0.2, 0.4)$, (b) $(Oh, Bo) = (0.6, 0.4)$ and (c) $(Oh, Bo) = (0.2, 0.8)$. The left-hand side of each numerical snapshot shows the dimensionless viscous dissipation function $\tilde {\xi }_\eta = 2Oh(\tilde {\boldsymbol{\mathcal{D}}}:\tilde {\boldsymbol{\mathcal{D}}})$ on a $\log _{10}$ scale to identify regions of maximum dissipation (black). The right-hand side shows the magnitude of the velocity field normalised by the initial impact velocity, $V$. The black velocity vectors are plotted in the drop's centre of mass reference frame to evidence the internal flow. The numbers inside the bracket at right-top corner of each snapshot represent the dimensionless time, $t/\tau$. For all cases, the impact Weber number is $We = 20$. See also the supplementary movie SM2.

Figure 3

Figure 4. Variation of (a) the restitution coefficient $\varepsilon$, and (b) the contact time $t_c$, normalised by the inertio-capillary time scale $\tau = \sqrt {\rho _dR^3/\gamma }$, with the drop Ohnesorge number $Oh$ for $Bo = 0$ at different Weber numbers $We$. In both panels, the solid lines represent the predictions of the spring–mass–damper system of Jha et al. (2020) (contact time, (4.3) and restitution coefficient, (4.4)). The horizontal dashed lines represent the contact time and restitution coefficient values in the $Oh \ll 1$ limit, in which $\tau _0 = 2.25\tau$, independent of $We$, while $\varepsilon _0(We) = \varepsilon (We, Oh \to 0, Bo = 0)$ (4.1) depends on $We$. Lastly, the black vertical lines and the grey shaded regions mark the critical Ohnesorge number ${Oh}_{c} \sim {O}(1)$ beyond which drops do not bounce.

Figure 4

Figure 5. Energy budgets for drop impacts with $Bo = 0$ and $We = 1$ for (a) $Oh = 0.001$ and (b) $Oh = 2$. Here, $E_k$ and $E_\eta$ represent the kinetic energy and viscous dissipation, respectively, ${\rm \Delta} E_\gamma$ denotes the change in surface energy with its zero set at $t = 0$. The numerical snapshots in the insets illustrate the drop morphologies and the anatomy of the flow with a colour code identical to that of figure 3. The black dotted lines in panels (a) and (b) mark the instant $t_c$ when the drop takes off and when the normal contact force between the drop and the substrate is minimum, respectively. (c,d) Energy distributions at $t = t_c$ for $We = 1$ (c) and $We = 20$ (d) as function of $Oh$. The black vertical lines and the grey shaded regions mark the critical Ohnesorge number ${Oh}_{c} \sim {O}(1)$ beyond which drops do not bounce. See also supplementary movie SM3.

Figure 5

Figure 6. Variation of (a) the restitution coefficient $\varepsilon$, and (b) the contact time $t_c$, normalised by the inertio-capillary time scale $\tau = \sqrt {\rho _dR^3/\gamma }$, with the Bond number $Bo$ at different Weber numbers $We$ in the so-called inviscid regime ($Oh = 0.01$). In panel (b), the solid lines represent the predictions of the model of Biance et al. (2006), see (4.6). The horizontal dashed lines represent the contact time and restitution coefficient values in the limit of zero Bond number ($\varepsilon (We, Oh = 0.01, Bo = 0)$), while the black vertical lines and the grey shaded regions mark the critical Bond number ${Bo}_{c} \sim {O}(1)$ beyond which drops do not bounce. Note that the model of Biance et al. (2006) predicts a constant $t_c$ (horizontal dashed line in panel a), in contradiction to our numerical simulations.

Figure 6

Figure 7. Energy budgets for drop impacts with $Oh = 0.01$ and $We = 1$ for $Bo = 0$ (a) and $Bo = 2$ (b). Here, $E_k$ and $E_\eta$ represent the kinetic energy and viscous dissipation, respectively, ${\rm \Delta} E_g$ and ${\rm \Delta} E_\gamma$ denote the the change in gravitational potential energy and surface energy with their zeros set at the instant of maximum spreading of the impacting drop, and at $t = 0$, respectively. The numerical snapshots in the insets illustrate the drop morphologies and the anatomy of the internal flow with a colour code identical to that of figure 3. The vertical dotted line in panel (a) marks the instant when the drop takes off. In panel (b), the black vertical lines and the grey shaded regions bounds the time interval when the normal contact force between the drop and the substrate is zero. (c,d) Energy distributions at $t = t_c$ for $We = 1$ (c) and $We = 20$ (d) as a function of $Bo$. For non-bouncing cases, $t_c$ represents the end of first drop oscillation cycle. The black vertical lines and the grey shaded regions in panels (c) and (d) mark the critical Bond number ${Bo}_{c} \sim {O}(1)$ beyond which drops do not bounce. See also supplementary movie SM4.

Figure 7

Figure 8. A representative temporal variation of (a) the normal reaction force $F$ on the drop and (b) its centre of mass velocity $v_{cm}$. Time is normalised using the inertio-capillary time scale $\tau$. Insets illustrate the different stages of the drop impact process. The background shows the magnitude of the rate of viscous dissipation per unit volume ($\tilde {\xi }_\eta = 2Oh(\tilde {\boldsymbol {\mathcal {D}}}:\tilde {\boldsymbol {\mathcal {D}}})$) on the left and the magnitude of velocity field normalised by the impact velocity on the right. The vertical dashed black line represents the contact time calculated using the criterion $F = 0$, marking the end of contact between the drop and the substrate. Here, $(We, Oh, Bo) = (4, 0.034, 0.5)$, the contact time $t_c = 2.25\tau$ and the coefficient of restitution $\varepsilon = 0.47$.

Figure 8

Figure 9. Variation of the restitution coefficient with the impact Weber number ($We$) at different drop Ohnesorge numbers ($Oh$). The simulations (circle data points) match perfectly with the experimental results (diamond data points) of Jha et al. (2020) without any fitting parameters. Here, the Bond number ($Bo$) is $0.167$.

Sanjay et al. Supplementary Movie 1

Typical bouncing (left) and non-bouncing drop cases that we study in this work.
Download Sanjay et al. Supplementary Movie 1(Video)
Video 10.2 MB

Sanjay et al. Supplementary Movie 2

Three representative cases away from the two asymptotes: direct numerical simulations snapshots illustrating the drop impact dynamics.

Download Sanjay et al. Supplementary Movie 2(Video)
Video 10.3 MB

Sanjay et al. Supplementary Movie 3

To study the details of the light drop asymptote, Bo = 0, here we show two typical cases to show inhibition of bouncing owing to enervation of internal momentum by viscous dissipation.

Download Sanjay et al. Supplementary Movie 3(Video)
Video 12.1 MB

Sanjay et al. Supplementary Movie 4

To study the details of the inviscid drop asymptote,Oh = 0:01 << 1, here we show two typical cases to show how gravity ceases the bouncing of a drop by pulling it down. Note that even though the case with Bo = 2 manages to leave the substrate, its center of mass velocity vector points downwards throughout the duration when it is levitating over the substrate.

Download Sanjay et al. Supplementary Movie 4(Video)
Video 15.3 MB