2008
DOI: 10.1016/j.jcis.2008.04.078
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Sessile droplet spread into porous substrates—Determination of capillary pressure using a continuum approach

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Cited by 34 publications
(42 citation statements)
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“…As suggested from Eq. (3) and models of Denesuk et al [7] and Navaz et al [12] the group (t in r/l) collapses the infiltration time on the same value irrespective of l and r. The numerical results for (t in r/l) as a function of ðV 0 =r 3 0 Þ and four distinct pairs (l, r) investigated are shown in Fig. 4 for / = 0.5 and r 0 = 2 mm.…”
Section: Resultsmentioning
confidence: 77%
See 1 more Smart Citation
“…As suggested from Eq. (3) and models of Denesuk et al [7] and Navaz et al [12] the group (t in r/l) collapses the infiltration time on the same value irrespective of l and r. The numerical results for (t in r/l) as a function of ðV 0 =r 3 0 Þ and four distinct pairs (l, r) investigated are shown in Fig. 4 for / = 0.5 and r 0 = 2 mm.…”
Section: Resultsmentioning
confidence: 77%
“…(1) that the porosity (/) does not influence (t in ) as it is included in the areal density of the capillaries (integrated in the model development). For porous media with both parallel and perpendicular flow in which the capillaries are cross-linked to some extent, Navaz et al [12] have shown that the porosity influences the infiltration time, where the solution is given as a family of infiltration time curves as a function of the dynamic contact angle with porosity as a parameter.…”
Section: Problem Formulationmentioning
confidence: 99%
“…In either approach there are several fitting constants that need to be determined experimentally. Using continuum multiphase flow formulation, Navaz et al (2008) have solved the droplet infiltration problem for times much longer than it takes sessile volume to infiltrate porous medium. The procedure how to determine the capillary pressure is also proposed.…”
Section: Introductionmentioning
confidence: 99%
“…Equations (3) and (4) were transformed into the computational domain ½n ¼ nðx; y; zÞ; g ¼ gðx; y; zÞ; f ¼ fðx; y; zÞ and marched in time to obtain the saturation function via the explicit fourth-order RungeKutta. 21 At the boundary between the droplet and the porous substrate, the liquid saturation is unity (s l ¼ 1), and the capillary pressure is enhanced by the local hydrostatic pressure (based on local height, h * of the sessile droplet). Mass is being transported into the porous medium according to ðq l v/Þ=J, where J is the Jacobian for the transformation and v is the contra-variant vertical velocity given by u ¼ g x u þ g y v þ g z w with u, v, w being the three components of the velocity and g x ; g y ; g z being the metrics for the transformation.…”
mentioning
confidence: 99%
“…This model has been extensively validated by previous studies. [20][21][22] We simulated a 40 ll de-ionized water droplet positioned on the outer-layer and on the inner-layer. The evaporation module was activated to monitor the vapor concentration as well as liquid saturation.…”
mentioning
confidence: 99%