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Evaporation dynamics of wavy sessile droplets

Published online by Cambridge University Press:  02 May 2025

Yaochen Mei
Affiliation:
School of Mechanical Science and Engineering, Huazhong University of Science and Technology, Wuhan 430074, PR China
Xinping Zhou*
Affiliation:
School of Mechanical Science and Engineering, Huazhong University of Science and Technology, Wuhan 430074, PR ChinaState Key Laboratory of Intelligent Manufacturing Equipment and Technology, Huazhong University of Science and Technology, Wuhan 430074, PR China
*
Corresponding author: Xinping Zhou, xpzhou08@hust.edu.cn

Abstract

We study the evaporation dynamics of non-thin non-spherical-cap (i.e. wavy) droplets. These droplets exhibit surface curvature that varies periodically with the polar angle, which profoundly influences their evaporation flux, internal flow dynamics, and the resultant deposition patterns upon complete evaporation. The droplet is considered quasi-static throughout its entire lifetime. The asymptotic expansions of the evaporation flux in the diffusion-limited model, and the induced internal inviscid flow of the droplets, are derived through asymptotic analysis. Under the assumption of small deformation amplitudes, the accuracies of these two expansions are validated numerically. Expanding upon these asymptotic results, we also investigate the surface density profile of the droplet deposition after it dries up. The results indicate that the freely moving contact line of the droplet leads to the deposited stain exhibiting a mountain-like morphology. The internal inviscid flow along with the non-spherical-cap shape eliminates the divergence of the deposited surface density profile at droplet’s centre. This work provides a theoretical basis for geometrically controlled sessile droplet evaporation, which may have practical applications in industry.

Information

Type
JFM Papers
Copyright
© The Author(s), 2025. Published by Cambridge University Press
Figure 0

Figure 1.Side view schematics of droplet surface shapes represented by $\overline{r}_{s}(\theta )=R[1+0.2P_{n}(\cos \theta )]$ with (a) n = 2, (b) n = 4 and (c) n = 6, respectively. The droplets are axisymmetric, and the dot-dashed line, labelled as the ‘symmetry axis’, serves as the axis of rotation. The dashed line denotes the undeformed surface; $ \theta $ is measured clockwise.

Figure 1

Figure 2.Definitions of the intersection angles $ \alpha $ and $ \psi $. In polar coordinates, for a point P(r, $ \theta $) of the curve, the normal vector at that point is ni, the tangent vector is $ \unicode{x1D6D5} $i, and the vector in the direction of the line connecting the pole and the point P is nr. The intersection angle $ \alpha $ of the point P is from the vector ni to the vector nr, while the intersection angle $ \psi $ is from the vector nr to the vector $ \unicode{x1D6D5} $i. As both $ \alpha $ and $ \psi $ start from nr , and the direction of nr is always between ni and $ \unicode{x1D6D5} $i, $ \alpha $ and $ \psi $ are measured in opposite directions: $ \alpha $ is measured clockwise, while $ \psi $ is measured anticlockwise.

Figure 2

Figure 3.Scaled plots of six droplets, each characterised by (3.20), with the same undeformed radius but varying deformation amplitudes $ \varepsilon $ and shape modes n. Specifically: (a) $ \varepsilon $ = 0.1, n = 2; (b) $ \varepsilon $ = 0.2, n = 2; (c) $ \varepsilon $ = 0.1, n = 4; (d) $ \varepsilon $ = 0.12, n = 4; (e) $ \varepsilon $ = 0.08, n = 6; (f) $ \varepsilon $ = 0.1, n = 6. The length of an arrow represents the value of the evaporation flux. In (a), the length of the reference arrow corresponds to the unit evaporation flux.

Figure 3

Figure 4.Comparisons of evaporation flux between results of the asymptotic prediction (3.20) and DNS results from COMSOL for droplets with different deformation amplitudes and shape modes. Specifically: (a) n = 2, $ \varepsilon $ = 0.08; (b) n = 4, $ \varepsilon $ = 0.05; (c) n = 6, $ \varepsilon $ = 0.03; (d) n = 8, $ \varepsilon $ = 0.02; (e) n = 2, $ \varepsilon $ = 0.05; (f) n = 2, $ \varepsilon $ = 0.01.

Figure 4

Figure 5.(a) Relationship between the evaporation-induced radial flow velocity uJ (indicated by black arrows), the fluid radial flow velocity uf (indicated by red arrows) and the free surface velocity us (the vector sum of the black and red arrows). The solid line represents the free surface of the droplet at the initial moment. The dashed line represents the free surface after a short time period dt, which can still be described by (2.1) and has a smaller undeformed radius. The dotted line represents the droplet’s surface shape after dt, considering only the normal evaporation-induced deformation without accounting for fluid flow. The fluid must flow radially to compensate for the radial difference between the dashed line and the dotted line, thereby maintaining the shape of the droplet as depicted by the dashed line. (b) Relationship between the evaporation-induced radial flow velocity uJ and the normal deformation velocity, whose value is J0. The angle $ \beta $ is defined as the intersection angle between these two velocities. When dt approaches zero, the intersection angle $ \beta $ approaches $ \alpha $.

Figure 5

Figure 6.(a,c,e) Stream plots of non-spherical-cap droplets drawn according to the asymptotic prediction. (b,d,f) Comparisons between the radial derivative of potential function $\phi _{r}$ at the droplet shape boundary and the original boundary condition (4.12). The evaporation model is spatially uniform evaporation with J0 = 1. Parameters are: (a,b) n = 2, $ \varepsilon $ = 0.1; (c,d) n = 4, $ \varepsilon $ = 0.06; (e,f) n = 6, $ \varepsilon $ = 0.05.

Figure 6

Figure 7.(a,c,e) Stream plots of non-spherical-cap droplets predicted by the asymptotic analysis under the diffusion evaporation model. (b,d,f) Comparisons of radial derivatives of potential function $\phi _{r}$. The blue solid line represents the original boundary condition, and the line of black circles represents our asymptotic prediction, under the diffusion evaporation model. The line of red points represents the boundary condition under spatially uniform evaporation when J0 = 1. Parameters are: (a,b) n = 2, $ \varepsilon $ = 0.1; (c,d) n = 4, $ \varepsilon $ = 0.06; (e,f) n = 6, $ \varepsilon $ = 0.05.

Figure 7

Figure 8.Catch-up processes of the narrow slice of fluid and contact line of the droplet, where $u_{c}(t)=\mathrm{d}r_{0}/\mathrm{d}t$ is the velocity of the contact line. The flow of fluid is equivalently considered as the motion of a narrow slice. The slice moves (a) inwards towards the centre of the droplet, or (b) outwards towards the contact line, depending on its horizontal position and the shape mode of the droplet. After a period of evaporation, it is overtaken by the contact line regardless of the direction of its movement.

Figure 8

Figure 9.(a) Definitions of V1, V2 and Vp, where V1 = V2 + Vp. (b) Schematic of the mass mp of solutes deposited on the substrate at time t.

Figure 9

Figure 10.(a) Numerical results of the time evolution of the undeformed droplet’s radius r0 and the initial angle $ \theta $init. (b) Deposited surface density profile $ \mu $ as a function of x, obtained by substituting the numerical results for r0(t) and $ \theta $init (t) into (5.12). The parameters for the droplet are n = 2 and $ \varepsilon $ = 0.1.

Figure 10

Figure 11.Schematics that illustrate the solute deposition process: (a) without internal flow and (b) with internal flow. The blue dots represent the solutes. (c) Schematic that illustrates the averaged approximation method for the solute area in an evaporating droplet with internal flow.