Hostname: page-component-74656f9884-8r8nv Total loading time: 0 Render date: 2026-11-10T10:57:12.625Z Has data issue: false hasContentIssue false

Experimental investigation of inertial fibres and disks in a turbulent boundary layer

Published online by Cambridge University Press:  13 June 2022

Lucia J. Baker*
Affiliation:
Department of Aerospace Engineering and Mechanics, University of Minnesota, Minneapolis, MN 55455, USA
Filippo Coletti
Affiliation:
Department of Mechanical and Process Engineering, ETH Zurich, 8092 Zurich, Switzerland
*
†Email address for correspondence: ljbak@uw.edu

Abstract

We study experimentally the behaviour of negatively buoyant disks and fibres in a turbulent boundary layer. The regime is relevant to the transport of natural sediment or plastic particles in water, with density ratio $\rho _p/\rho _f \sim O(1)$, major axis lengths $D_p^+ \sim 50$, friction Stokes numbers $\mbox { {St}}^+ \sim O(10)$ and friction Reynolds number $\mbox { {Re}}_\tau = 620$. The translational and rotational motion, as well as concentration and dispersion, are compared with those of spheres of similar inertia. Disks and fibres both oversample high-speed fluid near the wall, in agreement with particle-resolved numerical simulations. Fibres tend to orient mostly in the streamwise direction while disks maintain their symmetry axis quasi-normal to the wall. This alignment is more stable for disks than for fibres: the latter undergo strong tumbling near the wall in response to the mean shear and turbulent fluid velocity fluctuations, whereas the former wobble about their preferential wall-normal orientation. The translational and rotational accelerations indicate that, despite the nominal relaxation times being similar, the disks are slower than the fibres in responding to wall turbulence. For both, wall contact causes strong and intermittent tumbling. The concentration profiles follow Rouse–Prandtl theory over a limited portion of the boundary layer, deviating near the wall and in the outer region. This is largely due to the non-uniform settling velocity, which decreases steeply approaching the wall for all particle types. This is, in turn, a consequence of the reduced particle diffusivity, which closely matches the profile of the eddy viscosity.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2022. Published by Cambridge University Press
Figure 0

Table 1. Physical parameters of the water channel and boundary layer properties. Here $U_\infty$ is the freestream velocity, $H$ is the water depth, $W$ is the channel width, $\delta _{99}$ is the boundary layer thickness, and $u_\tau$ is the shear velocity. The boundary thickness is defined such that $u(\delta _{99}) = 0.99U_\infty$, and the friction velocity is determined by fitting the logarithmic law equation to the mean fluid velocity profile as described in Baker & Coletti (2021). We use $\mbox { {Re}} = U_\infty H/\nu$, $\mbox { {Re}}_\tau = u_\tau \delta _{99}/\nu$ and $\mbox { {Re}}_\theta = U_\infty \theta /\nu$ to denote the freestream, friction and momentum thickness Reynolds numbers, respectively. Standard water properties at $22\,^\circ {\rm C}$ are used in the calculations.

Figure 1

Table 2. Properties of the non-spherical particle types used in the experiment compared with the sphere properties: $a$, the mean length of the particle axis of rotational symmetry; $b$, the mean length of the other two axes; the particle material; $\rho _p$, the material density; and $V_t$, the terminal velocity.

Figure 2

Figure 1. Wall-normal profiles of (a) the particle Stokes numbers based on the Kolmogorov scale and (b) the particle major axis lengths normalised by the Kolmogorov scale.

Figure 3

Table 3. Properties of the particles. Here $D_p^+$ is the mean particle major axis length in viscous units, $\lambda$ is the aspect ratio, $\rho _p/\rho _f$ is the particle-to-fluid density ratio, $V_t$ is the terminal velocity in still water, $\mbox { {Re}}_{p,V_t}$ is the Reynolds number based on $V_t$ and the particle equivalent diameter, $\mbox { {St}}^+$ is the particle Stokes number based on the viscous time scale of the flow, and $\mbox { {Ro}}=V_t/(\kappa u_\tau )$ is the Rouse number.

Figure 4

Table 4. Imaging and PIV processing parameters: $f_s$ is the imaging frequency; $N$ is the number of images; $w$ and $h$ are the field of view width and height, respectively; $w_i$ is the final-pass PIV interrogation window size; and $\delta x$ is the PIV vector spacing.

Figure 5

Figure 2. Intensity-based segmentation method for particle detection for (a)–(c) a fibre and (d)–(f) a disk particle: (a), (d) original image, (b), (e) median-filtered image and (c), (f) binarised image, with the red cross indicating the detected particle centroid.

Figure 6

Figure 3. Definition of the particle orientation vector ${\boldsymbol {p}}$ and its components shown for (a) fibres and (b) disks relative to the water channel reference frame shown in blue.

Figure 7

Figure 4. Diagram defining (a) the apparent pitch $\theta$ and apparent length $d$ of a fibre and (b) the pitch $\theta '$ and apparent diameter $d$ of a disk.

Figure 8

Figure 5. (a) Schematic of the finite particle thickness when a particle is seen at an angle. The edge of the particle is shown in blue (thickness exaggerated), illustrating how the edge becomes more visible as the particle tilts from a ‘face-on’ to an ‘edge-on’ view. (b), (c) P.d.f.s of the original and corrected apparent major axis length $d$ and $d_{corr}$, respectively, for (b) fibres and (c) disks.

Figure 9

Table 5. Formulae to compute the particle orientation vector for fibres and disks, as well as the range of each component.

Figure 10

Figure 6. Reconstructed particle trajectories demonstrating typical particle behaviours. Disks to oscillate about a fairly flat orientation, whereas the fibre orientation is much more variable. These examples are representative of qualitative trends that will be illustrated later. Snapshots are shown every five frames ($3.6\tau ^+$).

Figure 11

Table 6. Measurement error on the particle centroid location, velocity, acceleration, orientation, tumbling rate and tumbling acceleration for each particle type in SI units, wall units and as a percentage of characteristic values of the quantities.

Figure 12

Figure 7. Wall-normal profiles of mean (a) streamwise and (b) wall-normal particle (circles) and fluid (lines) velocity, compared between sphere (black), fibre (red) and disk (blue) particles.

Figure 13

Figure 8. Wall-normal profiles of mean streamwise (a) total, (b) local and (c) apparent slip velocities and mean wall-normal (d) total, (e) apparent and ( f) local slip velocities for spheres (black), fibres (red) and disks (blue).

Figure 14

Figure 9. Wall-normal profiles of (a) streamwise, (b) wall-normal and (c) shear stresses for particles (circles) and fluid (lines).

Figure 15

Figure 10. P.d.f.s of particle orientation components (a) $p_x$, (b) $p_y$ and (c) $|p_z|$ for fibres (red) and disks (blue) with $y_p^+ < 100$ (circles) and $y_p^+ > 100$ (crosses).

Figure 16

Figure 11. Preferential orientations of (a) fibres and (b) disks near the wall.

Figure 17

Figure 12. P.d.f.s of (a) particle squared tumbling rate and (b) squared tumbling acceleration for fibres (red) and disks (blue) with $y_p^+ < 100$ (circles) and $y_p^+ > 100$ (crosses).

Figure 18

Figure 13. Wall-normal profiles of (a) mean squared tumbling rate and (b) mean square tumbling acceleration for fibres (red) and disks (blue).

Figure 19

Figure 14. Wall-normal profiles of (a) mean $\omega _{t,z}$ and (b)–(d) r.m.s. tumbling rates of all three components for fibres (red) and disks (blue).

Figure 20

Figure 15. Wall-normal profiles of mean squared tumbling rate for ascending and descending fibres (red) and disks (blue). Ascending particles are shown in circles and descending particles are shown in crosses.

Figure 21

Figure 16. Lagrangian autocorrelations of (a), (b) $p_x$ and (c), (d) $p_y$ for (a), (c) fibres and (b), (d) disks calculated within four wall-normal bins.

Figure 22

Figure 17. Lagrangian autocorrelations of $\omega _{t,z}$ for (a) fibres and (b) disks calculated within four wall-normal bins.

Figure 23

Figure 18. Wall-normal profiles of (a), (b) mean and (c), (d) r.m.s. particle acceleration for spheres (black), fibres (red) and disks (blue). Streamwise acceleration is shown in crosses and wall-normal acceleration is shown in circles.

Figure 24

Figure 19. Profiles of the r.m.s. (a) $x$, (b) $y$ and (c) $z$ components of tumbling acceleration for fibres (red) and disks (blue).

Figure 25

Figure 20. P.d.f.s of (a) squared tumbling rate and (b) squared tumbling acceleration for fibres (red) and disks (blue) within $D_p/2$ from the wall which are not contacting the wall (crosses) and are in contact with the wall (circles).

Figure 26

Figure 21. P.d.f.s of (a)–(c) tumbling rate and (d)–(f) tumbling acceleration components for fibres (red) and disks (blue) within $D_p/2$ of the wall which are not contacting the wall (crosses) and are in contact with the wall (circles).

Figure 27

Figure 22. Example (a), (b) fibre and (c), (d) disk trajectories for particles (a), (c) contacting the wall and (b), (d) with $y_p < D_p/2$. Particle snapshots are shown every 5 frames ($3.6\tau ^+$). The corresponding $\omega _{t,z}$ over time for the two fibres are shown in (e) and $\omega _{t,y}$ for the two disk trajectories are shown in ( f).

Figure 28

Figure 23. P.d.f.s of the duration of wall interactions for spheres (black), fibres (red) and disks (blue).

Figure 29

Table 7. Comparison of particle wall time scales $\tau _{wall}$ to the nominal hydrodynamic response time $\tau _p$ from (2.1) and (2.2) and the settling hydrodynamic response time $\tau _{p,g}=V_t/g$, normalised by the viscous time scale. Note that $\tau _p^+ = \mbox { {St}}^+$.

Figure 30

Figure 24. Wall-normal profiles of mean particle concentration for spheres (black), fibres (red) and disks (blue) compared with the Rouse–Prandtl theory of (3.5) (lines). Concentration is normalised by its reference value at $y_p^+ = 100$. Each profile is shifted horizontally by a factor of $10^2$ for clarity.

Figure 31

Figure 25. Wall-normal profiles of the net particle flux for spheres (black), fibres (red) and disks (blue).

Figure 32

Figure 26. Lagrangian autocorrelations of $v_p$ for (a) spheres, (b) fibres and (c) disks calculated within the same four wall-normal bins as in figures 16 and 17. Dashed lines indicate an exponential fit to the data.

Figure 33

Figure 27. Wall-normal profiles of estimated fluid and particle diffusivities for spheres (black), fibres (red) and disks (blue). Solid black line corresponds to Prandtl diffusivity, dashed black line to eddy viscosity, crosses to particle diffusivity based on Taylor theory and circles to particle diffusivity based on the particle flux.

Figure 34

Figure 28. Wall-normal profiles of mean local vertical slip velocity for spheres (black), fibres (red) and disks (blue) normalised by each particle's still-fluid terminal velocity. In addition, horizontal dashed lines show a height of one $D_p$ from the wall for each particle type in their respective colours.