Open Access Article
Marc
Lagoin
ab,
Agnès
Piednoir
a,
Rémy
Fulcrand
a and
Antoine
Bérut
*a
aUniversite Claude Bernard Lyon 1, CNRS, Institut Lumière Matière, UMR5306, F-69100, Villeurbanne, France. E-mail: antoine.berut@univ-lyon1.fr
bENS de Lyon, CNRS, Laboratoire de Physique, UMR5672, F-69342 Lyon, France
First published on 7th March 2024
We experimentally study the effects of salt concentration on the flowing dynamics of dense suspensions of micrometer-sized silica particles in microfluidic drums. In pure water, the particles are fully sedimented under their own weight, but do not touch each other due to their negative surface charges, which results in a “frictionless” dense colloidal suspension. When the pile is inclined above a critical angle θc ∼ 5° a fast avalanche occurs, similar to what is expected for classical athermal granular media. When inclined below this angle, the pile slowly creeps until it reaches flatness. Adding ions in solution screens the repulsive forces between particles, and the flowing properties of the suspension are modified. We observe significant changes in the fast avalanche regime: a time delay appears before the onset of the avalanche and increases with the salt concentration, the whole dynamics becomes slower, and the critical angle θc increases from ∼5° to ∼20°. In contrast, the slow creep regime does not seem to be heavily modified. These behaviors can be explained by considering an increase in both the initial packing fraction of the suspension Φ0, and the effective friction between the particles μp. These observations are confirmed by confocal microscopy measurements to estimate the initial packing fraction of the suspensions, and AFM measurements to quantify the particles surface roughness and the repulsion forces, as a function of the ionic strength of the suspensions.
The cross-over between thermal “colloids” and athermal “granular” suspensions is controlled by the gravitational Péclet number:
![]() | (1) |
is the mass the particles corrected by the buoyancy (Δρ = ρsilica − ρfluid is the difference of density between the particle and its surrounding fluid), g is the gravitational acceleration, kB is the Boltzmann constant, and T is the temperature. In this work, we place ourselves in the intermediate regime of “dense colloidal suspensions” (Pe ≳ 1), where the particles are fully sedimented, inducing a high concentration in particles, but the thermal agitation and the surface interactions cannot be neglected.12–14 In particular, we use silica micro-particles that are negatively charged and show a repulsive interaction in water, that we can tune by adding ions in solutions.15 In a previous work14 we have shown that such dense colloidal suspensions show peculiar flow properties when inclined in rotating drum experiments. Above a threshold angle θc, those suspensions exhibit a “fast avalanche” regime, which is similar to the one observed in non-Brownian ones. Below θc they show a “slow creep” regime, which is thermally activated and depends heavily on the Péclet number.
In this study, we explore the flowing behavior of such dense colloidal suspensions when the repulsive interactions between the particles is progressively screened by salt added in the suspension. We focus in particular on the transition region between totally repulsive “frictionless” particles, and totally adhesive “non-flowing” particles. We interpret our results with the theoretical framework developed for non-Brownian suspensions, and we perform additional microscopic measurements of surface roughness, repulsion forces, and piles compacity, in order to connect the rheology of the suspensions to the microscopic interactions between the particles.
The microfluidic drums are filled using the following protocol: a PDMS sample is made with an array of thousands of circular holes with the desired diameter and depth (once sealed, these holes will become the drums which contain the colloidal suspension). The PDMS sample is carefully washed and rinsed, first with isopropyl alcohol, then with deionized water. It is then cleaned for 15 min in deionized water in an ultrasonic bath. Next, it is immersed in a beaker containing the saline solution with the desired NaCl concentration C, and is left to degas for 15 min in the ultrasonic bath. The PDMS sample is removed from the ultrasonic bath and placed on a sample holder, the drums facing up. At this stage, the drums are only filled with the saline solution, and a drop (200 μL) of this solution is added on top of the sample, to avoid bubble formation due to evaporation. Then a droplet (30 μL) of a concentrated microparticles suspension is injected with a micropipette on top of the microdrums. The particles are left to sediment for 1 min in the drums. Finally, the drums are closed by placing a clean glass slide† on top of the PDMS sample, and by pressing it against the PDMS. The glass slide is maintained in position by six screws in the sample holder, which guarantees that the drums remain correctly sealed during the whole experiment. The particles typically fill ∼25% of the drum's volume.
The observation is made with the custom-made experimental set-up shown in Fig. 1(a). It is a horizontal video-microscopy apparatus, made of a CCD camera (Basler acA2440-75um) linked to a microscope turret with long working distance microscope objectives (Olympus MPLFLN ×10, and LUCPLFLN ×20) through a lens tube (InfiniTube™Standard), in front of a motorized rotation stage (Newport URB100CC), with a manual 2D translation (Owis KT 90-D56-EP) for the sample holder. To guarantee correct visualization of the sample, the rotation axis of the rotation stage is aligned with the optical axis of the video-microscopy system with very high precision (up to a few microns). This axis is horizontal, so that the field of view contains the vertical gravity vector. To avoid external vibration, the whole set-up is installed on an optical table with passive isolation mounts (Thorlabs PWA075).
Before each measurement, the sample is shaken so that the particles are suspended, then left to sediment for 8 min, ensuring that the initial horizontal state of the pile is the same for each experiment. Then, the drums are rotated by an initial angle of θS = 30° and images are taken with a logarithmic framerate for 24 h while the pile relaxes toward horizontal (at the beginning of the experiment the frame-rate is 20 images per second, at the end it is 10−3 images per second). An example of an experimental image is shown in Fig. 1(b). Thanks to the use of low magnification microscope objectives, we are able to record simultaneously the flows in 20 different drums for each experiment. Images are then analyzed using contrast difference (contour finding algorithm from scikit-image) to automatically detect the top surface of the pile, and extract its angle with respect to the horizontal θ as a function of the time t. The typical dispersion between the 20 different angles θi(t) obtained for the 20 different drums in the same experiment is of a few degrees (see the fine brown curves in Fig. 3). This leads to an accuracy of the average angle better than 0.5°.
The force curves are recorded in deionized water and in three different NaCl solutions: forces between the silica probe and a flat silica substrate are measured during the movement of the probe at a constant velocity of 1 μm s−1 towards the surface until contact is made (the maximum applied force is 6 nN) and then during the return.
Surface imaging of 2 μm silica particles is also performed in tapping mode (PPP NCHR AFM tip from NanoAndMore). Typical images have a spatial resolution of 2 nm pixels−1, and the total field of view is about 1 × 1 μm2 (512 × 512 pixels). To determine their RMS roughness value, the curvature of the spherical cap of the bead was subtracted from the image by a flattening of order 2 along the X and Y axis.
We use TrackPy software22 to obtain the 3D coordinates of the particles present in the stack. After analysis, about 40
000 particles distributed on up to 5 successive layers of sediment are found.
To better quantify the effect of the salt concentration, we define a few experimental quantities, schematically presented in Fig. 4. We call τS the “starting time” of the fast avalanche, which is the time required for the pile to reach 95% of its initial angle θS. We fit both the end of the fast avalanche regime, and the slow creep regime by a linear function in the semilogarithmic plot (i.e. θ = A
log(t) + B with A and B two constants). We define the threshold angle θc as the crossing point between the two fitted regimes. We call “avalanche speed” Δθ/Δt, the average flowing rate of the fast avalanche regime. We call S the slope of the slow creep regime in the semilogarithmic time-scale. Note that those four quantities are defined in different temporal regions of the flow curve, and are mathematically independent one from another.
The measured values are presented in Fig. 5. Both τS and θc increase slightly faster than linearly with the ionic strength, with a steep increase when the ionic strength is close to 5 × 10−2 mol L−1. The avalanche speed Δθ/Δt seems to decrease almost linearly with the ionic strength. Finally, the slope of the creep regime S seems to first increase up to a maximum when the ionic strength is close to 1 × 10−2 mol L−1, and then slightly decreases.
![]() | ||
| Fig. 6 (a) AFM imaging of a 2 μm silica particle's surface roughness (the lateral resolution is 2 nm pixel−1, and total field of view is 1 × 1 μm2). The topographic profiles extracted from the image along vertical and horizontal lines are respectively shown to the left and on top of the image. (b) Repulsive forces measured between a 10 μm silica particle and a flat silica surface, for different concentrations of the saline solution. The black dashed-lines correspond to numerical fits with the theoretical formula for the electrostatic double-layer interaction force between a sphere and a flat surface (see eqn (2) and Table 1 for best fitting parameter values). | ||
Typical repulsive forces F are shown in Fig. 6(b) as a function of the distance D between the particle's surface and the flat silica surface, for different salt concentrations. At large enough separation distance, they show a good agreement with the theoretical electrostatic double-layer forces between surfaces in liquids at constant potential:15
![]() | (2) |
tanh2(ψ0/103) J m−1 at 25 °C, where ψ0 is the surface potential in mV.
Dashed lines in Fig. 6(b) are the numerical fits of the forces curves F(D) with eqn (2), using two free parameters (ψ0 and λD). The average best fitting values obtained for the surface potential ψ0 and the Debye length λD are presented in Table 1. For each salt concentration, at least 4 independent force curves have been measured. The error bars are estimated from the fits accuracy and data dispersion. The values of surface potential ψ0 are expected to be found between −70 mV and −20 mV in pure water,25–28 and to decrease with the salt concentration.25,26 Note that the exact value depends on the surface state (cleanness, roughness) of the silica,27 and that theoretical values can be hard to determine.29 On the contrary, the expected values of the Debye lengths can easily be computed from the ionic strength of the solutions:15 at 25 °C,
, where C is the monovalent salt concentration in mol L−1. The expected values are presented in Table 1 and show a good agreement with the ones measured experimentally. Note that the ionic strength of the suspension made with “pure” deionized water is unknown, but is expected to be about a few 10−5 mol L−1 due to water contamination from dissolved carbon dioxyde26 and from the colloids themselves. The value λD ≈ 65 nm that we find corresponds to an ionic strength of 2 × 10−5 mol L−1.
| C (mol L−1) | ψ 0 (mV) | Fitted λD (nm) | Predicted λD (nm) |
|---|---|---|---|
| Deionized water | −27 ± 1 | 65.4 ± 11.2 | n/a |
| 1 × 10−3 | −24 ± 1 | 10.4 ± 1.0 | 9.6 |
| 4 × 10−3 | −16 ± 1 | 4.75 ± 0.84 | 4.81 |
| 10 × 10−3 | −36 ± 20 | 3.01 ± 1.01 | 3.04 |
Finally, the mode of the distribution is taken as the typical volume around each particle. This value is used to compute the initial packing fraction Φ0 of the suspension, given that the actual volume of one particle is known (πd3/6). The measured packing fractions are presented in Table 2 for the two tested salt concentrations.
| C (mol L−1) | Φ 0 (%) |
|---|---|
| Deionized water | 51.2 |
| 10 × 10−3 | 61.4 |
This idea can be used to simply explain the observed increase of the critical angle θc when the ionic strength increases (Fig. 5(b)). Indeed, θc corresponds roughly to the “angle of repose” of the granular suspension: it's the angle below which no flow should be observed if the pile was non-Brownian. Both numerical30–32 and experimental33 studies have shown that the angle of repose of a dry granular pile increases when the microscopic friction coefficient between the grains μp is increased. Therefore, one can expect that the increase in salt concentration, increases the effective friction between the particles, which then increases the angle of repose of the pile. Notably, we see that the measured critical angle θc in deionized water is about 4.6°, which is close¶ to the angle of repose 5.76° that is observed in numerical simulation for frictionless particles.34 Moreover, θc in the solution with the highest salt concentration (4 × 10−2 mol L−1) is about 17.2°, which is not too far from the repose angle of 25° for macroscopic glass beads.35
Our AFM measurements support this hypothesis. As shown in Fig. 6, the typical peak surface roughness r of our particles is about 2 nm, and the repulsive force F(D) between one particle and a flat silica surface is well described by the theoretical double-layer electrostatic theory (eqn (2)). Therefore, one can estimate that the critical salt concentration where the Debye length becomes equal to the surface roughness (λD ≈ r) is about Cc = 2.3 × 10−2 mol L−1. This is consistent with the critical ionic strength at which we see a transition from colloidal piles completely flowing back to horizontal (C ≤ 1 × 10−2 mol L−1), to completely arrested colloidal piles (C ≥ 5 × 10−2 mol L−1) (see Fig. 3). Note that we cannot directly measure the microscopic friction coefficient μp between particles with our experimental set-up. However, values gathered in the literature can be found in Lee et al.:36 silica microparticles have a typical friction coefficient 0.03 ≤ μp ≤ 0.1 in Milli-Q water, μp ≈ 0.3 in NaCl solution with concentration C = 1 × 10−3 mol L−1, and μp ≈ 0.9 in alkaline solution with ionic strength 16 × 10−2 mol L−1.
Since the ionic strength reduces the double-layer repulsive force between the particles, one can expect that it reduces the mean distance between particles, hence increasing the initial packing fraction Φ0 of the pile. Therefore, we can expect that the ionic stress increases the time delay τS before the start of the flow, due to dilatancy effects. Our set-up does not allow us to measure the packing fraction Φ of the pile during the flow, to directly observe dilatancy effects. However, our confocal microscopy measurements support the fact that the initial packing fraction Φ0 of the sedimented pile increases with the ionic strength of the suspension. As shown in Table 2, the packing fraction is about 51% in deionized water and increases to about 61% in a solution with a NaCl concentration of 1 × 10−2 mol L−1. Notably, the critical packing fraction Φ0C above which a dilatancy effect is observed in macroscopic granular suspensions38 is about 58%. This is consistent with the fact that we observe almost immediate flow in deionized water (τS = 0.87 s), while we observe a significant start delay with high ionic strength suspensions (τS = 40.9 s for C = 4 × 10−2 mol L−1).
Nevertheless, two points must be noted. First, the increase of the initial packing fraction Φ0 that is observed with the increase of the salt concentration might seem surprising. Indeed, for macroscopic granular materials, it is known that the packing fraction obtained after sedimentation of the granular medium (random loose packing) decreases when the friction between the particles increases.39–41 Since we have already shown that the effective friction between the particles μp increases with the salt concentration, one could expect that the packing fraction would rather be lower when the ionic strength of the suspension is higher. The solution to this apparent contradiction comes from the fact that our suspensions are Brownian: we believe that the thermal agitation helps the suspension to always reach the highest accessible packing fraction (random close packing). Second, the fact that we observe dilantancy effects is itself a proof that the friction between the grains increases with the salt concentration. Indeed, numerical simulations have shown that frictionless grains do not show dilatancy effects.34
In general, it is expected that the flow rate of the suspension Q decreases when the viscosity ηS increases, when the stress ratio μ increases, and when the volume fraction Φ decreases. Thus, an increase of the microscopic friction coefficient is expected to lead to a decrease in the avalanche speed Δθ/Δt. Direct comparison is difficult to achieve, since it is non-trivial to compute the theoretical flow rate Q in the rotating drum geometry.** But the orders of magnitude are reasonable. In our experiment we observe that Δθ/Δt decreases by a factor of ∼10 between pure water (Δθ/Δt = 0.55° s−1) and high ionic strength suspensions (Δθ/Δt = 0.03° s−1 for C = 4 × 10−2 mol L−1). In simulations,45 the viscosity of the suspension increases by a factor of 10 when the microscopic friction coefficient μp increases from 0 to 1 at a volume fraction Φ = 55%.
![]() | (3) |
If Pe ≫ 1, and θc ≪ θ ≪ 0, eqn (3) can be approximated by:
![]() | (4) |
However, the model does not predict a significant variation of S with the salt concentration C. Indeed, when salt is added to the suspension, Pe only slightly varies because the density ρfluid of the salted water varies. Even with the most concentrated solution (C = 5 × 10−2 mol L−1) the density only increases by ∼3%, which leads to a small decrease Pe ≈ 20.7. As for α, it corresponds to the “height” of the barrier that one particle has to cross to jump over its neighbors. One can assume that this value slightly decreases when the Debye length λD decreases because the particles have to jump above a particle of effective diameter d + 2λD. For example, if λD goes from 50 nm (deionized water) to 1 nm (high salt concentration), this would predict that α decreases by
.
In the end, following the model, the slope of the creep regime S should monotonically increase when the salt concentration increases, and should not vary by more than ∼10%. Therefore, it remains unclear whether the variations that we observe in Fig. 5(d) are real physical effects, or experimental artifacts due to the difficulty in measuring small pile angles over long timeframes.†† We believe that accurate measurement of S should be obtained from flow curves with an initial inclination angle θS below the threshold angle θC, to avoid any influence of the transition between the creep regime and the preceding fast avalanche regime.
Finally, even though all our measurements seem to indicate that the microscopic friction between the particles μp is increased by the salt concentration C, we cannot conclude on the physical origin of this effective friction increase. Indeed, this effective friction might come from direct contact friction (if the rough particle surfaces touch each other), or from indirect hydrodynamic interactions (either long-range pore pressure effects, or short-range lubrication effects). Numerical simulations tend to show that contact friction dominates over long-range hydrodynamics at high volume fraction51 (Φ ≥ 40%), and over both long-range and short-range hydrodynamics at low viscous number45 (J ≤ 10−1). However, only direct measurement of the normal and tangential forces between two colloidal particles (such as those obtained with quartz-tuning fork atomic force microscopy,52,53 or lateral force microscopy54,55), in different ionic strength suspensions, would be able to experimentally confirm this result in our system.
Footnotes |
| † The cleaning procedure for the glass slide is the same as the one for the PDMS sample. |
| ‡ For a monovalent electrolyte such as NaCl, the ionic strength is directly equal to the concentration. |
| § Note that the steep decrease that is visible at the very end of the high ionic strength curves (at t ≈ 1 × 105 s) is an artifact due to the aging of the micro-fluidic sample. |
| ¶ Note that the critical angle θc, as defined in Fig. 4, is always lower than the real pile angle at which the transition from the “fast avalanche” regime to the “slow creep” regime occurs. |
| || For a complete definition of the viscous number J used in the μ(J) rheology of dense granular suspensions, see the review by Guazzelli et al.4 |
** Note that it is possible to predict Q in simpler geometries: for example, on an inclined plane (which corresponds to pressure-imposed conditions, with constant stress ratio μ), predictions yield Q ∝ JΦ cos θ, where J is the viscous number and θ is the inclination angle.49 |
| †† Note that the decrease of S that we observe for a salt concentration C ≥ 1 × 10−2 mol L−1 (see Fig. 5(d)) might also come from the progressive apparition of adhesion between the grains, which is not taken into account in the simple model (eqn (3)). |
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