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Jean-Lou Pierson

Publications and source records attributed to Jean-Lou Pierson.

8 recordsLinked to original sources

Inertial effects on the interphase drag force and rheology of dilute suspensions of buoyant droplets at low Reynolds number

In this work, we compute the hydrodynamic force and the first and second moments of force acting on a translating spherical droplet immersed in a uniform flow using the reciprocal theorem. We consider the low but finite Reynolds number regime, $Re = a U \rho_f / \mu_f$, and the dilute limit of small droplet volume fraction $\phi$. Here, $U$ denotes the magnitude of the relative velocity between the phases, $a$ the droplet radius, and $\rho_f$ and $\mu_f$ the density and viscosity of the continuous phase, respectively. We show that the $O(Re)$ inertial corrections to the first and second moments of force scale as $O(\rho_f \phi U^2)$ and $O(a\rho_f\phi U^2)$, respectively. Equivalently, in dimensionless form, these corrections scale as O(\phi Re) and O( R a \phi Re), where R denotes the macroscopic length scale. Moreover, the ensemble average of the drag force and the higher-order force moments over the distribution of droplet velocities introduces additional contributions proportional to the velocity variance of the dispersed phase, both in the interphase momentum exchange and in the effective stress of the continuous phase. As a consequence, in dilute emulsions of buoyant droplets, the effective stress depends quadratically on the relative velocity between the phases, on the velocity variance of the dispersed phase, and on the spatial gradients of these quantities. Finally, we consider a steady-state pipe flow to examine how the force moments derived in this study affect the behaviour of the two-phase flow in this particular configuration.

physics.flu-dyn

Averaged equations for disperse two-phase flow with interfacial properties and their closures for dilute suspension of droplets

This article provides a derivation of the averaged equations governing the motion of dispersed two-phase flows with interfacial transport. We begin by revisiting the two-fluid formulation, as well as the distributional form of the interfacial transport equation which holds on the entire domain. Following this, a general Lagrangian model is introduced, which accounts for the effects of both internal and interfacial properties of the dispersed inclusions (bubbles, droplets, or particles) within a continuous phase. This is achieved by derivation of conservation laws for particle surface and volume-integrated properties. By summing the internal and interfacial conservation laws, we derive a conservation equation for an arbitrary Lagrangian property associated with the inclusion. We then proceed by deriving the lesser-known conservation equations for the moments of the volume and surface distribution of an arbitrary Lagrangian property. Next, the averaged equations for the dispersed phase are derived through two distinct approaches: the particle-averaged (or Lagrangian-based) formalism, and the phase-averaged method. One important conclusion of this work is the demonstration of the relationship between the particle-averaged and phase-averaged equations. We show that the dispersed phase-averaged equations can be interpreted as a series expansion of the particle-averaged moment equations. We then present a "hybrid" set of equations, consisting of phase-averaged equations for the continuous fluid phase, complemented by an arbitrary number of moment conservation.

physics.flu-dyn

Buoyancy driven motion of non-coalescing inertial drops: microstructure modeling with nearest particle statistics

In this study, we analyze the various arrangements that droplets can form within dispersed buoyant emulsions, which we refer to as the study of microstructure. To this end, we have developed a novel algorithm that effectively prevents numerical coalescence between drops while maintaining a reasonable computational cost. This algorithm is integrated into the Volume of Fluid (VoF) method and implemented using the open-source code http://basilisk.fr. Subsequently, we perform Direct Numerical Simulations (DNS) of statistically steady state mono-disperse buoyant emulsion over a broad range of dimensionless parameters, including the particle volume fraction ($ϕ$), the Galileo number ($Ga$) and the viscosity ratio ($λ$). We make use of nearest particle statistics to quantify the microstructure properties. As predicted by Zhang et al. (2023), it is demonstrated that the second moment of the nearest particle pair distribution can effectively quantify microstructural features such as particle clusters and layers. Specifically, the findings are: (1) In moderately inertial flows ($Ga = 10$), droplets form isotropic clusters. In high inertial regimes ($Ga = 100$), non-isotropic clusters, such as horizontal layers, are more likely to form. (3) The viscosity ratio plays a significant role in determining the microstructure, with droplets that are less viscous or equally viscous as the surrounding fluid tending to form layers preferentially. Overall, our study provides a quantitative measure of the microstructure in terms of $Ga$, $ϕ$ and $λ$.

physics.flu-dyn

Viscous lubrication force between spherical bubbles with time-dependent radii

Motivated by the dynamics of microbubbles in dissolved gas flotation processes, we consider theoretically the approach between two shear-free spherical bubbles with time-dependent radii. We make use of the lubrication assumption to obtain the thin film flow between the bubbles. Our analysis underscores that for the shear-free condition and spherical shape assumption to hold, both the viscosity ratio and the capillary number must be significantly smaller than the thickness of the film. We demonstrate that the lubrication force exhibits weak singular behavior, scaling logarithmically with the ratio of bubble radius to film thickness. To assess the accuracy of our findings, we compare the obtained solution to results from Stokes flow theory. The comparison demonstrates that our current results are reliable, provided that we combine the lubrication forces with subdominant corrections, which require proper matching and computation to the solution far from the film. In practice, we compute these subdominant corrections in the case of two equal bubbles or a bubble close to a plane-free surface either by a curve fit of numerical results from bi-spherical coordinate solutions or by using results from the literature. We illustrate the relevance of the solution to determine the drainage time of a small bubble rising to a free surface and the drainage rate of expanding bubbles under force-free conditions. Finally, in the discussion, we relax the assumption of negligible shear and show that even a small but non-negligible shear induced by fluid motion within the bubble introduces a singular term in the lubrication force.

physics.flu-dyn

Turbulent properties of stationary flows in porous media

In this study, we investigated the flow dynamics in a fixed bed of hydrogel beads using Particle Tracking Velocimetry to compute the velocity field in the middle of the bed for moderate Reynolds numbers. We discovered that despite the overall stationarity of the flow and relatively low Reynolds number, it exhibits complex multiscale spatial dynamics reminiscent of those observed in classical turbulence. We found evidence of the presence of an inertial range and a direct energy cascade, and were able to obtain a value for a "porous" Kolmogorov constant of $C_2 = 3.1\pm 0.3$. This analogy with turbulence opens up new possibilities for understanding mixing and global transport properties in porous media.

physics.flu-dyn

Inertial settling of an arbitrarily oriented cylinder in a quiescent flow : from short-time to quasi-steady motion

In this article, we investigate the inertial settling of an arbitrarily oriented cylinder settling under gravity. We focus on two regimes: the very short-time and long-time dynamic. By using the generalized Kirchhoff equations to describe the particle motion, we demonstrate that during the very short dynamic regime, a cylinder starting from rest behaves with sedimenting velocities and angular velocity proportional to $t$ and $t^3$, respectively. We then explore the long-time behaviour and evaluate the validity of the quasi-steady assumption under which the fluid unsteady term can be neglected. Using a dimensional analysis, we establish that the quasi-steady assumption is only applicable to Reynolds numbers much smaller than one. However, by comparing the results of quasi-steady models to recent experiments and direct numerical simulations, we demonstrate that this assumption is valid for a broader range of Reynolds numbers, particularly for long fibres. We also analyze the effect of particle inertia. We show particle inertia plays no significant role in the magnitude of the sedimenting velocities and angular velocity. However, for sufficiently large inertia we reveal that the quasi-steady model takes the form of a damped oscillator when the particle approaches its equilibrium position, which is broadside on to its direction of motion. We discuss the relevance of this solution in light of direct numerical simulations.

physics.flu-dyn

Hydrodynamic torque on a steadily rotating slender cylinder

Using fully-resolved simulations, we investigate the torque experienced by a finite-length circular cylinder rotating steadily perpendicularly to its symmetry axis. The aspect ratio $χ$, i.e. the ratio of the length of the cylinder to its diameter, is varied from 1 to 15. In the creeping-flow regime, we employ the slender-body theory to derive the expression of the torque up to order 4 with respect to the small parameter $1/\ln(2χ)$. Numerical results agree well with the corresponding predictions for $χ\gtrsim3$. We introduce an \textit{ad hoc} modification in the theoretical prediction to fit the numerical results obtained with shorter cylinders, and a second modification to account for the increase of the torque resulting from finite inertial effects. In strongly inertial regimes, a prominent wake pattern made of two pairs of counter-rotating vortices takes place. Nevertheless the flow remains stationary and exhibits two distinct symmetries, one of which implies that the contributions to the torque arising from the two cylinder ends are identical. We build separate empirical formulas for the contributions of pressure and viscous stress to the torque provided by the lateral surface and the cylinder ends. We show that, in each contribution, the dominant scaling law may be inferred from simple physical arguments. This approach eventually results in an empirical formula for the rotation-induced torque valid throughout the range of inertial regimes and aspect ratios considered in the simulations.

physics.flu-dyn

Flow structure and loads over inclined cylindrical rodlike particles and fibers

The flow past a fixed finite-length circular cylinder, the axis of which makes a nonzero angle with the incoming stream, is studied through fully-resolved simulations, from creeping-flow conditions to strongly inertial regimes. The investigation focuses on the way the body aspect ratio $χ$ (defined as as the length-to-diameter ratio), the inclination angle $θ$ with respect to the incoming flow and the Reynolds number $\text{Re}$ (based on the cylinder diameter) affect the flow structure past the body and therefore the hydrodynamic loads acting on it. The configuration $θ=0^\circ$ (where the cylinder is aligned with the flow) is considered first, from creeping-flow conditions up to $\text{Re}=400$, with aspect ratios up to $20$ ($10$) for $\text{Re}\leq10$ ($\text{Re}\geq10$). In the low-to-moderate Reynolds number regime ($\text{Re}\lesssim5$), influence or the aspect ratio, inclination (from $0^{\circ}$ to $30^{\circ}$), and inertial effects is examined by comparing numerical results for the axial and transverse force components and the spanwise torque with theoretical predictions based on the slender-body approximation, possibly incorporating finite-Reynolds-number corrections. Semiempirical models based on these predictions and incorporating finite-length and inertial corrections extracted from the numerical data are derived. For large enough Reynolds numbers ($\text{Re}\gtrsim10^2$), separation takes place along the upstream part of the lateral surface of the cylinder, deeply influencing the surface stress distribution. Numerical results are used to build empirical models for the force components and the torque, valid for moderately inclined cylinders ($|θ|\lesssim30^\circ$) of arbitrary aspect ratio up to $\text{Re}\approx300$ and matching those obtained at low-to-moderate Reynolds number.

physics.flu-dyn