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A theory on the spreading of impacting droplets

Published online by Cambridge University Press:  05 March 2019

José Manuel Gordillo*
Affiliation:
Área de Mecánica de Fluidos, Departamento de Ingenería Aeroespacial y Mecánica de Fluidos, Universidad de Sevilla, Avenida de los Descubrimientos s/n 41092, Sevilla, Spain
Guillaume Riboux
Affiliation:
Área de Mecánica de Fluidos, Departamento de Ingenería Aeroespacial y Mecánica de Fluidos, Universidad de Sevilla, Avenida de los Descubrimientos s/n 41092, Sevilla, Spain
Enrique S. Quintero
Affiliation:
Área de Mecánica de Fluidos, Departamento de Ingenería Aeroespacial y Mecánica de Fluidos, Universidad de Sevilla, Avenida de los Descubrimientos s/n 41092, Sevilla, Spain
*
†Email address for correspondence: jgordill@us.es

Abstract

Here we provide a self-consistent analytical solution describing the unsteady flow in the slender thin film which is expelled radially outwards when a drop hits a dry solid wall. Thanks to the fact that the fluxes of mass and momentum entering into the toroidal rim bordering the expanding liquid sheet are calculated analytically, we show here that our theoretical results closely follow the measured time-varying position of the rim with independence of the wetting properties of the substrate. The particularization of the equations describing the rim dynamics at the instant the drop reaches its maximal extension which, in analogy with the case of Savart sheets, is characterized by a value of the local Weber number equal to one, provides an algebraic equation for the maximum spreading radius also in excellent agreement with experiments. The self-consistent theory presented here, which does not make use of energetic arguments to predict the maximum spreading diameter of impacting drops, provides us with the time evolution of the thickness and of the velocity of the rim bordering the expanding sheet. This information is crucial in the calculation of the diameters and of the velocities of the droplets ejected radially outwards for drop impact velocities above the splashing threshold.

Information

Type
JFM Papers
Copyright
© 2019 Cambridge University Press 
Figure 0

Figure 1. Sketch showing a drop spreading along a substrate which can be covered or not with a superhydrophobic material, represented here with a rough texture. The experiments to be presented next will be conducted by impacting drops against either smooth hydrophilic substrates or against superhydrophobic substrates. The region (i) indicates the drop region, $0\leqslant r\leqslant \sqrt{3t}$, (ii) indicates the lamella region, $\sqrt{3t}\leqslant r\leqslant s(t)$ and (iii) the rim region. The variables $s(t)$, $b(t)$ and $v(t)$ indicate, respectively, the rim radial position, the rim thickness and the rim velocity; $\unicode[STIX]{x1D703}$ is the dynamical contact angle.

Figure 1

Figure 2. (a) Sketch showing, in a spatio-temporal diagram, the different regions defined to analyse the flow. The lamella region (ii) lies in between the end of the drop region, $r=\sqrt{3t}$ and the rim, located at $r=s(t)$. The integration of the differential equations describing the flow in the lamella is carried our along rays $\text{d}r/\text{d}t=u(r=\sqrt{3x},x)=\sqrt{3/x}$ departing from the boundary $r=\sqrt{3x}$, with $x$ a parameter denoting time. (b) The rays reaching the maximum radius $s_{max}$ at the instant $t_{max}$ depart from the boundary $r=\sqrt{3x}$ at an instant $x_{max}. The curves in (b) have been calculated for the following values of the parameters: $Oh=2.9\times 10^{-3}$ and $We=300$, which are representative values for the spreading of millimetric water droplets over a hydrophilic substrate.

Figure 2

Figure 3. (a) The analytical expression for $h_{0}(r,t)=9t^{2}/r^{4}h_{a}[3(t/r)^{2}]$ in (3.12), represented with a black line accurately predicts, in the lamella region $\sqrt{3t}\leqslant r, the thickness of the thin liquid film calculated numerically in Riboux & Gordillo (2016) [1], for the free slip case ($\unicode[STIX]{x1D706}=0$, $Re\rightarrow \infty$) and $We=100$: notice that the simulations in Riboux & Gordillo (2016) reveal that $h(r,t)$ does not depend on $We$ for $We\gg 1$. (a) $t=0.19$, (b) $0.25$, (c) $0.32$, (d) $0.45$, (e) $0.55$, (f) $0.70$, (g) $0.90$ and (h) $t=1.10$. The functions $h(r,t)$ predicted using the theoretical approaches in Roisman (2009) [2], Eggers et al. (2010) [3], Wang & Bourouiba (2017) [4] are also included in this figure.

Figure 3

Figure 4. Comparison between the predicted and the observed position of the rim bordering the expanding lamella for the case of a water droplet of radius $R=1.46~\text{mm}$ impacting against a superhydrophobic substrate (top part of each image) or against a hydrophilic substrate (bottom part of each image). From left to right, $V=1.59~\text{m}~\text{s}^{-1}\;(We=50)$, $V=1.94~\text{m}\;\text{s}^{-1}\;(We=76)$ and $V=2.37~\text{m}~\text{s}^{-1}\;(We=114)$. The values of the dimensionless instants of time corresponding to each of the rows in the figure are: (a) $t=T(V/R)\approx 0.5$, (b) $t\approx 1.0$, (c) 1.5, (d) 2.0 and (e) 2.5 and (f) 3.5.

Figure 4

Figure 5. Comparison between the predicted and the observed position of the rim bordering the expanding lamella for the case of a water droplet of radius $R=1.43~\text{mm}$ impacting against a glass substrate (left, $V=3.57~\text{m}~\text{s}^{-1},We=261$) or a superhydrophobic substrate (right, $V=3.58~\text{m}~\text{s}^{-1},We=264$). The values of the dimensionless instants of time corresponding to each of the rows in the figure are: (a) $t=T(V/R)\approx 0.5$, (b) $t\approx 1.0$, (c) 1.5, (d) 2.0 and (e) 2.5 and (f) 3.5.

Figure 5

Figure 6. Comparison between the experimental data in Visser et al. (2015) [1] and the theoretical results. Here, $\unicode[STIX]{x1D6FD}=1$ and, as in the rest of calculations presented here, $\unicode[STIX]{x1D706}=1$ and $\unicode[STIX]{x1D712}=0.6$. $We_{D}=2We$ and $Re_{D}=2Re$ because Visser et al. (2015) defined the Weber and Reynolds numbers using the diameter instead of the drop radius.

Figure 6

Figure 7. (a) Calculated position of the rim for $Oh=2.9\times 10^{-3}$ and three values of the Weber number. The vertical lines indicate the instant of time for which the value of the local Weber number defined in (4.1) is equal to one. (b) Time evolution of the local Weber number defined in (4.1).

Figure 7

Figure 8. (a) Comparison between the experimental data in [1] Clanet et al. (2004), [2] Tsai et al. (2011), [3] Antonini et al. (2012), [4] Quintero et al. (2019), [5] Tran et al. (2012) and the maximum spreading radius calculated solving the algebraic equation (4.3) – continuous lines. (b) Comparison between the experimental data and theory in [6] Wildeman et al. (2016) (thin black lines), [7] Stow, Hadfield & Ziman (1981) and [8] Visser et al. (2015) and the maximum spreading radius calculated theoretically solving the algebraic equation (4.3) – thick lines. The results have been obtained for the same values of $\unicode[STIX]{x1D6FD}$ as in [6] Wildeman et al. (2016), $\unicode[STIX]{x1D6FD}=1$.

Figure 8

Figure 9. (a) Comparison between the Padè approximant in Laan et al. (2014) and the function $f(P)$ predicted by our theoretical result in (4.6). (b) $s_{max}$ calculated using (4.3) and the equation in Laan et al. (2014), $s_{max}=2^{1/5}We^{1/2}$ for the case of Leidenfrost droplets, $\unicode[STIX]{x1D706}=0$.

Figure 9

Figure 10. (a) Representation of the function $G$ defined in (A 14) as a function of the ratio $\unicode[STIX]{x1D6FF}/h$. (b) The polynomial $P(x)$ in (A 20) (black line) matches the time evolution of the height of the lamella calculated at $r=\sqrt{3x}$ using the boundary integral method described in Riboux & Gordillo (2016). The function $h_{a}(x)$ does not depend neither on $Re$ nor on $We$ for $We\gg 1$. Here, $We=300$.