2016
DOI: 10.1017/jfm.2015.757
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Universal mechanism for air entrainment during liquid impact

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 f… Show more

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Cited by 62 publications
(68 citation statements)
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“…The initial fast regime lasts for about the first 5 mm of penetration, corresponding to about 2 drop diameters D. Here we have scaled the time with the impact time D/U . The initial penetration velocity is expected to be about half the drop impact velocity, owing to the additional virtual mass from the pool liquid; see Hendrix et al [46]. Indeed, for the largest impact velocity U, the initial asymptotes are in reasonable agreement with this, when we include the difference in the drop vs pool densities.…”
Section: Results For 500 Cst Dropsupporting
confidence: 62%
“…The initial fast regime lasts for about the first 5 mm of penetration, corresponding to about 2 drop diameters D. Here we have scaled the time with the impact time D/U . The initial penetration velocity is expected to be about half the drop impact velocity, owing to the additional virtual mass from the pool liquid; see Hendrix et al [46]. Indeed, for the largest impact velocity U, the initial asymptotes are in reasonable agreement with this, when we include the difference in the drop vs pool densities.…”
Section: Results For 500 Cst Dropsupporting
confidence: 62%
“…The Laplace equation, ∇ 2 φ = 0, for the flow potential φ, is solved along the liquid interface, using the axisymmetric BI method Oguz et al 1995;Pozrikidis 1997;Bergmann et al 2009;Gekle et al 2010;Bouwhuis et al 2012Bouwhuis et al , 2013Bouwhuis et al , 2015Hendrix et al 2016). The dynamic boundary condition at the interface is the unsteady Bernoulli equation, which includes both hydrostatic pressure and surface tension.…”
Section: Numerical Methods 221 Bi Simulationsmentioning
confidence: 99%
“…This implies, first, that we neglect any small bubble entrapment caused by the increased gas pressure between the pool and the lowest drop, which is a valid assumption, as the length scale of the air bubble entrapment is much smaller than the drop size (Bouwhuis et al 2012Hendrix et al 2016) and will not influence the flow dynamics on the length scale of the cavity. Second, the neglect of the airflow implies that the spherical drops within the train all fall down undecelerated and undeformed (as depicted in figure 2).…”
Section: Parameters and Assumptionsmentioning
confidence: 99%
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“…Water droplets, for example, can break off ligaments and entrain air upon impact with the free-surface (see Figure 24a). This type of air entrainment has been studied extensively primarily in simplified configurations (Esmailizadeh and Mesler, 1986;Oguz and Prosperetti, 1990;Hasan and Prosperetti, 1990;Tomita et al, 2007;Ray et al, 2015;Hendrix et al, 2016). In such case, a droplet falling towards the free surface traps air between it and the water surface.…”
Section: Analysis Of Turbulent Structuresmentioning
confidence: 99%