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Viscous resuspension of non-Brownian particles: determination of the concentration profiles and particle normal stresses

Published online by Cambridge University Press:  25 January 2021

Enzo d'Ambrosio
Affiliation:
Université Côte d'Azur, CNRS, InPhyNi-UMR 7010, 06108 Nice CEDEX 2, France
Frédéric Blanc
Affiliation:
Université Côte d'Azur, CNRS, InPhyNi-UMR 7010, 06108 Nice CEDEX 2, France
Elisabeth Lemaire*
Affiliation:
Université Côte d'Azur, CNRS, InPhyNi-UMR 7010, 06108 Nice CEDEX 2, France
*
†Email address for correspondence: elisabeth.lemaire@unice.fr

Abstract

We perform local measurements of both the velocity and the particle volume fraction to study viscous resuspension in non-Brownian suspensions for Shields numbers ranging from $10^{-3}$ to $1$. With this aim, a suspension of polymethacrylate spherical particles dispersed in a lighter Newtonian fluid (Triton X100) is sheared in a vertical Couette cell where both velocity and particle density mappings are performed. We show that the radial profiles of the velocity and of the particle volume fraction are inconsistent in the framework of local rheology of a Newtonian material and that these discrepancies disappear for a neutrally buoyant suspension. The vertical concentration profiles are used to deduce the third particle normal stress, $\varSigma _{33}^p$, by solving the Cauchy equation. The value of $\varSigma _{33}^p$ is shown not to vary linearly with shear rate but rather through a power law with an exponent close to $0.7$, irrespective of the value of the particle volume fraction, in accordance with the recent results of Saint-Michel et al. (Phys. Fluids, vol. 31, 2019, 103301). Finally, we compare our results with the results of previous studies where $\alpha _3=\varSigma _{33}^p/\eta _0\dot {\gamma }$ (with $\eta_0$ the viscosity of the suspending liquid and $\dot{\gamma}$ the shear rate) was deduced from the macroscopic measurement of the height of the resuspended layer. The agreement is satisfactory.

Information

Type
JFM Papers
Copyright
© The Author(s), 2021. Published by Cambridge University Press
Figure 0

Figure 1.(a) Sketch of the experimental device. (b) View from above. The vertical laser sheet is shifted by an offset of length $y_0 from the radial position (dashed line); $x$ is the horizontal position in the laser sheet, and $z$ is the vertical position; $z=0$ is set by the mercury/suspension interface.

Figure 1

Figure 2.(a) Typical images recorded for different rotor rotation speeds. A photo of the settled layer ($\varOmega =0$) is also presented (height 21.3 mm). (b) Mapping of the particle volume fraction averaged over 10 000 images (with the exception of the sediment for which only $20$ images have been used). (c) Azimuthal velocity normalized by the rotor velocity $\varOmega R_1$ and averaged over 100 velocity fields. (d) Vertical velocity normalized by $\varOmega R_1$ and averaged over 100 velocity fields. The rotor is on the left of each frame, the stator is on the right and the mercury/suspension interface corresponds to the bottom of each frame.

Figure 2

Figure 3.Radial concentration profiles in the sediment (a) and in the resuspended layer for two values of the rotation speed (b,c) and three heights. The radial profile in the sediment is computed from 20 images with a radial sampling $\delta x=(R_2-R_1)/30$ and a $z$-averaging of ${\pm }0.15h_0$. The radial profiles of (b,c) are computed from 10 000 images with a radial sampling $\delta x=(R_2-R_1)/200$ and a $z$-averaging of ${\pm } 0.05h_s$. Particle layering near the rotor and the stator is observed. Outside these zones (see insets) the measured profiles (solid lines) are almost flat in contrast to the predictions of the suspension balance model (Morris & Boulay 1999) computed for that is the $r$-averaged volume fraction at a given $z$ (dashed lines).

Figure 3

Figure 4.Azimuthal velocity profiles measured for angular velocities: $\varOmega =0.3\ \textrm {r.p.m.}$ and $20\ \textrm {r.p.m.}$ at three different heights: $h_s/4$, $h_s/2$ and $3h_s/4$. Also shown are the theoretical profiles corresponding to the mean particle volume fraction measured at the corresponding heights. Solid lines: Newtonian profiles without wall slip, dashed lines: Newtonian profiles with wall slip evaluated from Jana et al. (1995) (3.3), dotted lines: profiles calculated according to (3.1) and (3.2) without wall slip, dash-dotted lines: profiles calculated according to (3.1) and (3.2) with wall slip (3.3).

Figure 4

Figure 5.(a) Examples of the vertical concentration profiles obtained by averaging $\phi (r)$ over the central third of the gap. The corresponding Shields numbers are computed using the local shear rate (averaged over the central third), and the results are compared with the predictions of Acrivos et al. (1993) (red lines). (b) Relative expansion of the particle layer versus the Shields number. Here, $h_s$ is arbitrary defined as the height in which $\phi =0.1$, and the results are compared with the correlation proposed by Acrivos et al. (1993).

Figure 5

Figure 6.Maps of the measured shear rate $\dot {\gamma }(r,z)$ divided by the expected shear rate $\dot \gamma (r)$ for a Newtonian fluid (3.4) for several angular velocities. It is observed that, except near the rotor, the measured shear rate is lower than expected for a Newtonian fluid. The dashed rectangles indicate the areas that are used to measure $\varSigma _{33}^p$ (figure 9) and to determine the variation of $\varSigma _{33}^p/\eta _0\dot {\gamma }$ with $\phi$ (figure 10).

Figure 6

Figure 7.Ratio of the local shear rate to the nominal shear rate vs. the local volume fraction. Each colour corresponds to a given value of $\varOmega$. Each point was obtained by averaging $\dot {\gamma }(r,z)$ and $\phi (r,z)$ over the central third of the gap for a given height $z\in [h_s/4,h_s]$. Here, $\dot {\gamma }_N$ is the nominal shear rate calculated at the middle of the gap $r=(R_1 + R_2)/2$.

Figure 7

Figure 8.Maps of $\varSigma _{33}^p$ for several angular velocities. The dashed rectangles indicate the areas that are used to measure $\varSigma _{33}^p$ (figure 9) and to determine the variation of $\varSigma _{33}^p/\eta _0\dot {\gamma }$ with $\phi$ (figure 10). It is observed that, in these zones, $\varSigma _{33}^p$ hardly varies along $r$.

Figure 8

Figure 9.Variation of the third particle normal stress with shear rate for several particle volume fractions. Each set of data is fitted with a power law $\varSigma _{33}^p\propto \dot {\gamma }^n$.

Figure 9

Figure 10.(a) Third particle normal stress normalized by the product of the fluid viscosity and the local shear rate versus the local particle volume fraction. The different colours correspond to different angular velocities of the rotor (see figure 7). The agreement with the correlation proposed by Zarraga et al. (2000) where $\phi _0=0.574$ is very good (red line). In contrast, it is not possible to represent the experimental results by the correlation obtained by Boyer et al. (2011) for $\varSigma _{22}^p$ together with $\lambda _3=1/2$ (blue line). (b) Zoom of (a) for $\phi \in [0.3-0.5]$. (c) Variation of $\varSigma _{33}^p$ divided by $\eta _0\dot {\gamma }^{0.7}$ versus $\phi$. The collapse of the data is much better when the nonlinear power law is used.

Figure 10

Figure 11.Variation of the particle number density with $z$ normalized by the particle number density averaged over the central vertical quarter of the suspension. The profile is computed from 10 000 images with a vertical sampling $\delta z=280\ \mathrm {\mu } \textrm {m}\approx 2a$ and $r$-averaged over the central third of the gap.

Figure 11

Figure 12.Vertical variation of the apparent solid area normalized by the solid area averaged over the central vertical quarter of the suspension, $na_{bulk}^2$. The profile is computed from 10 000 images with a vertical sampling $\delta z=280\ \mathrm {\mu } \textrm {m}\approx 2a$ and $r$-averaged over the central third of the gap.

Figure 12

Figure 13.Radial concentration profiles measured for a neutrally buoyant suspension at $\phi =0.52$. Blue line: spatial resolution has been fixed to one two-hundredths of the gap width $(R_2-R_1)/200$, orange line: volume fraction average over $(R_2-R_1)/14$. Dark dashed line: SBM prediction (Morris & Boulay 1999) computed for a bulk volume fraction of $0.52$.

Figure 13

Figure 14.Normalized azimuthal velocity profiles. Blue line: measured for neutrally buoyant suspension at $\varOmega =0.3\ \textrm {r.p.m.}$ and $\phi =0.52$. Are also shown the theoretical profiles. Solid line: Newtonian profile without wall slip, dashed line: Newtonian profile with wall slip evaluated from Jana et al. (1995) (3.3), dotted line: profile calculated according to (3.1) and (3.2) without wall slip, dash-dotted line: profile calculated according to (3.1) and (3.2) with wall slip (3.3).

Figure 14

Figure 15.Variation of the local shear stress versus the local shear rate for different local particle concentrations. For each value of $\phi$, the rheogram is fitted with a Herschel–Bulkley model: $\varSigma _{12}=\tau _c+K\dot {\gamma }^m$. The fitting parameters (in SI units) are given in the legend of the figure.

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