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Investigation of the imbibition/drainage of two immiscible fluids in capillaries with arbitrary axisymmetric cross-sections: a generalized model

Published online by Cambridge University Press:  17 August 2022

Amgad Salama*
Affiliation:
Process System Engineering, Faculty of Engineering and Applied Science, University of Regina,Regina, SK S4S 0A2, Canada
*
†Email address for correspondence: amgad.salama@uregina.ca

Abstract

In this work, we investigate the problem of imbibition/drainage of a fluid in capillaries of arbitrary axisymmetric cross-sections filled initially with another immiscible one. The model predicts the location of the meniscus and its speed along the tube length with time. The two immiscible fluids may assume any density and viscosity contrasts. In addition, the axisymmetric profile of the tube maintains a relatively small angle of tangency to warrant that the axial velocity distribution assumes, approximately, a parabolic profile. The driving forces that may be encountered in this system include the capillary force, pressure force, gravitational force and an opposing viscous force. The orientation of the capillary force can be in the direction of the flow (e.g. during imbibition) or opposite to the flow (e.g. during drainage). Likewise, the gravitational force can be in the direction of the flow or opposite to it. In this work we account for all these possibilities. A differential equation is developed that defines the location of the meniscus with time. A fourth-order-accurate Runge–Kutta scheme has been developed to provide solutions for the different scenarios associated with this system. It is shown that the developed model reduces to those appropriate for straight tubes, which builds confidence in the modelling approach. The effects of changing the tangent along the profile of the tube, which influences the calculation of the radius of curvature of the meniscus, is also considered. Unlike the cases of straight capillary tubes, in tubes with arbitrary symmetric profiles, the friction force depends on the variations of the tube profile. Examples of converging/diverging capillary tubes that follow straight and power law profiles are investigated. In addition, the case of sinusoidal profiles has also been considered.

Information

Type
JFM Papers
Copyright
© The Author(s), 2022. Published by Cambridge University Press
Figure 0

Figure 1.A non-wetting fluid (orange in colour) displaces a wetting one (blue in colour). In this case the pressure of the bottom reservoir must exceed the critical entry pressure for the interface to advance. The radius of the tube changes along its axis i.e. rp = rp(z) in a manner that generates a converging, diverging or a combination of them along the tube.

Figure 1

Figure 2.The radius of curvature of the interface depends not only on the contact angle and the radius of the tube but also on the slope of the profile of the tube. Two cases are to be distinguished with respect to whether the interface is at a converging or diverging portion of the tube and also with respect to whether it is an imbibition or drainage scenario. (a) The interface is at a diverging section. (b) The interface is at a converging section.

Figure 2

Figure 3.Schematic of the control volume (dashed line) over which force balance is performed. (a) Drainage and (b) imbibition.

Figure 3

Figure 4.The axial velocity along the radius of the tube may be considered to assume a parabolic profile under laminar flow conditions.

Figure 4

Figure 5.Schematic of the tube profile (a) as given in Erickson et al. (2002) that is been used for the comparison and (b) comparison of the location of the meniscus with time. The dimensions are H1 = 20 mm, H2 = 2.8647 mm, H3 = 40 mm, H4 = 2.8647 mm, H5 = 35 mm, Rmax = 50 μm and Rmin = 25 μm, and the properties of the imbibing fluid are $\rho = 1000\;\textrm{kg }{\textrm{m}^{ - 3}}$, $\gamma = 0.03\;\textrm{N}\;{\textrm{m}^{ - 1}}$ and $\vartheta = 30^\circ $.

Figure 5

Table 1.Scenarios considered in this work.

Figure 6

Figure 6.Tapered straight capillary tube in the drainage scenario. The orange-coloured region is filled with the non-wetting fluid while the blue-coloured region is the wetting fluid.

Figure 7

Figure 7.Interface in tapered straight tube under imbibition and drainage scenarios. The angle between the direction of the interfacial tension force and the axial direction (z-direction) is given by $\; \vartheta \pm \alpha $, where $\alpha $ is the angle between the tangent to the tube profile and the z-direction. (a) Drainage (converging profile), (b) drainage (diverging profile), (c) imbibition (converging profile) and (d) imbibition (diverging profile).

Figure 8

Figure 8.The normalized location of the meniscus along the tube for the different converging scenarios. When the radius ratio equals the viscosity ratio, the speed of the meniscus is constant and, in this case, the capillary force and viscous force balance each other $({h^\ast } = h/H,\;{t^\ast } = t/T)$.

Figure 9

Figure 9.Velocity profiles for the case of a converging straight tube. The ratio of the radius of the tube between the exit and the inlet, i.e. $\; {r_p}(H)/{r_p}(0)$, changes between 1 (for straight tube) and 0.0025. The speed of the meniscus drops initially at a faster pace then at a lower rate towards the end until the meniscus reaches the exit. (Note the time is normalized by $T = 2\mu {H^2}/\gamma {r_p}(0)\,\textrm{cos}\,\vartheta $.)

Figure 10

Figure 10.Profiles of the location of the meniscus with time (normalized by$\; T = 2\mu {H^2}/\gamma {r_p}(0)\,\textrm{cos}\,\vartheta $) for the different diverging profile cases. The radius at the exit of the tube changes between 1 (for straight tube) and 50 times of that at the inlet. As seen, the profiles look similar for all the cases.

Figure 11

Figure 11.Velocity profiles for the diverging scenarios on a logarithmic scale. The velocities at the start are different and they converge at the end.

Figure 12

Figure 12.Two normalized quadratic profiles as an example of a power law capillary tube. (a) A diverging profile and (b) a converging profile.

Figure 13

Figure 13.Profiles of the location of the meniscus along the tube for different radius ratios for quadratic converging tube profiles.

Figure 14

Figure 14.Velocity profile of the meniscus with time for the quadratic converging tube profile. Three time periods can be identified, namely, (i) a period at the start where the speed drops, (ii) a period in the middle where the speed plateaus and (iii) a period at the end where the speed increases.

Figure 15

Figure 15.Velocity profile of the meniscus over a logarithmic scale for the converging, quadratic tube profile.

Figure 16

Figure 16.The profile of the location of the meniscus (normalized by the length of the tube) with time normalized by the total time the meniscus needs to reach the exit of a straight tube (i.e. $T = 2\mu {H^2}/\gamma {r_p}(0)\,\textrm{cos}\,\vartheta $).

Figure 17

Figure 17.Velocity profile for a diverging quadratic tube profile on a linear scale.

Figure 18

Figure 18.Velocity profile for a diverging quadratic tube profile on a logarithmic scale.

Figure 19

Figure 19.Schematic of a capillary tube with sinusoidal profile.

Figure 20

Figure 20.The normalized location of the meniscus with normalized times for different wavenumbers. In addition, two scenarios of straight tubes with the same maximum and minimum radii are also shown.

Figure 21

Figure 21.Velocity profile for the case of a sinusoidal tube profile with different cycles along the length of the tube on a linear scale.

Figure 22

Figure 22.Velocity profiles for different wavenumbers in cycles/m over a logarithmic scale.

Figure 23

Figure 23.Equilibrium height for converging/diverging straight tubes, h* is the normalized location of the meniscus and u is its speed. The intersection of the function f(h), $[f(h) = (\varLambda /m)[c(h) + \xi e(h)] - h]$ and the line ${r_p}(0)/m$ defines the solution of (8.6), which determines the location of the meniscus. (a) Simulated equilibrium height (diverging straight tube). (b) Calculated equilibrium height (diverging straight tube). (c) Simulated equilibrium height (converging straight tube). (d) Calculated equilibrium height (diverging straight tube).

Figure 24

Figure 24.Imbibition in converging/diverging quadratic tube profiles (a,b) as well as in sinusoidal one (c) when gravity is considered. The profiles approach asymptotically the equilibrium height. (a) Converging quadratic tube: $H = 1.0\; \;\textrm{m}$, ${r_p}(0) = 1.0 \times {10^{ - 4}}\;\textrm{m}$, ${r_p}(H) = 1.0 \times {10^{ - 5}}\;\textrm{m}$, ${r_p}(H)/{r_p}(0) = 0.1$, $\epsilon = [{r_p}(H) - {r_p}(0)]/{H^2} ={-} 0.00009$, ${r_p}(z) = 0.0001 - 0.00009{z^2}$. (b) Diverging quadratic tube: ${H = 1.0\;\textrm{m}}$, ${r_p}(0) = 1.0 \times {10^{ - 4}}\;\textrm{m}$, ${r_p}(H) = 1.0 \times {10^{ - 3}}\;\textrm{m}$, ${r_p}(H)/{r_p}(0) = 10$, $\epsilon = [{r_p}(H) - {r_p}(0)]/{H^2} = 0.0009$, ${r_p}(z) = 0.001 + 0.0009{z^2}$. (c) Sinusoidal profile: $H = 1.0\;\textrm{m}$, ${r_{p,min}} = 1.0 \times {10^{ - 4}}\;\textrm{m}$, ${r_{p,max}} = 1.0 \times {10^{ - 3}}\;\textrm{m}$, ${r_{p,max}}/{r_{p,min}} = 10$, $n = \# \; Cycles = 5$.

Figure 25

Figure 25.Variations of the geometric parameters a, and b (left-hand side) and of the friction and capillary parameters (right-hand side) along the tube length. (a) $r_p(H)/r_p(0) = 0.5, r_p(0) = 0.001\ \textrm{m}$; (b) $r_p(H)/r_p(0) = 0.1, r_p(0) = 0.001\ \textrm{m}$; (c) $r_p(H)/r_p(0) = 0.01, r_p(0) = 0.001\ \textrm{m}$; (d) $r_p(H)/r_p(0) = 0.001, r_p(0) = 0.001\ \textrm{m}$; (e) $r_p(H)/r_p(0) = 10, r_p(0) = 10-4\ \textrm{m}$.