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ORIGINAL RESEARCH article

Front. Earth Sci., 10 December 2025

Sec. Marine Geoscience

Volume 13 - 2025 | https://doi.org/10.3389/feart.2025.1710847

This article is part of the Research TopicCohesive Sedimentary Systems: Dynamics and Deposits - Volume IIView all 6 articles

Estimating the density of individual particles from the settling of a particle cloud

  • 1Section of Complex Fluid Processing, Department of Process and Energy, Faculty of Mechanical Engineering, Delft University of Technology, Delft, Netherlands
  • 2Section of Environmental Fluid Mechanics, Department of Hydraulic Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands

The density of individual particles is commonly assessed experimentally by quantifying the settling velocity of a collection of particles transferred into a settling column and allowed to settle under the action of gravity. The individual settling velocities of the particles are recorded close to the bottom of the settling column, in a region where it is assumed that the particles have reached their Stokes terminal velocity after the particle cloud has broken up. In the present study we use numerical particle-based simulations in the Stokes regime to demonstrate that this fundamental assumption might not be fulfilled in practice. Even at low volume fraction of monodisperse spheres, a large deviation from the Stokes settling velocity was found. In the case of a collection of polydisperse spheres, a distinction could be made between particles belonging to a cloud, and particles trailing the cloud. It was found that the velocity of the largest trail particles is reasonably close to their Stokes settling velocity. However, the particles close to the core of the cloud can have velocities more than ten times their Stokes velocities, making the use of the single-particle Stokes velocity based on the core particle not suitable to extract the particle density without corrections. An expression based on the local volume fraction, the cloud radius and the particle settling velocity in the cloud is proposed to estimate the single-particle Stokes settling velocity, and therefrom the particle density.

1 Introduction

Stokes settling velocity of small micro-particles is one of the main input parameters of the numerical models used to estimate the transport of these particles in the water column (Lesser et al., 2004; Blumberg et al., 1996; Normant, 2000). The quantification of particle settling velocities is therefore a major topic in marine sciences, as it enables the prediction of the transport and fate of marine sediments in estuaries, seas and oceans (Rulent et al., 2024; Masria et al., 2024; Zhang and Choi, 2025; Isachenko and Chubarenko, 2022). Recently, a lot of research has focused on the microplastics found in water bodies (Ahmed et al., 2021; Hale et al., 2020; Andrady, 2011; Li et al., 2018), and this has similarly led to numerous studies to measure the settling velocities of microplastics (Al-Zawaidah et al., 2024; Yu et al., 2022; Dittmar et al., 2023; Dittmar et al., 2024; Goral et al., 2023; Zhang et al., 2023). In aquatic environment, most of the suspended particulate matter (SPM) is in the form of flocs (Chassagne and Safar, 2020; Manning et al., 2010; Spencer et al., 2022; Gu et al., 2025). Flocs are composed of mineral clay particles (and/or other small colloidal particles such as microplastics) bound by organic matter (often in the form of polymeric substances). One particular property of flocs is that their density is variable, as it depends on their composition (Chassagne et al., 2021; Deng et al., 2019; Safar et al., 2022). Knowing the size of a floc is therefore not enough to estimate its density as it would be for mineral particles, for example, (which have densities in the range of 2,600 kg/m3). From in-situ observations, only particle sizes can be assessed, and therefore complementary measurements are required to estimate their density, which is done by recording their settling velocity.

The most common approach is to sample particles in the field and study them on board the ship or in the laboratory upon return. A small amount (mL) of the collected suspension (water + particles) is transferred into a settling column containing water with the same properties as the sampling area (same chemical properties, same temperature). A detailed description is given in (Ali et al., 2024). The settling velocity is recorded with a camera at locations far away from the injection point, to ensure that the particles have reached their terminal velocities (Ali et al., 2024; Manning et al., 2011; Manning, 2015; Fall et al., 2021; Kaiser et al., 2019; Khatmullina and Chubarenko, 2021; Glockzin et al., 2014). In most practical cases involving flocs, particle (floc) density is very close to the density of the suspending liquid, typically water. Therefore, the particles have reached their terminal velocity and are expected to settle in the Stokes regime when reaching the recording point. In the Stokes regime, the settling velocity u of an isolated particle in an unbounded domain is proportional to the solid-fluid density difference Δρ according to u=(2/9)Δρga2/μ, where μ is the fluid viscosity, g is the acceleration of gravity, and a is the radius of the particle. The density difference between particle and water is given by Δρ=ρpρw.

Recent experiments with flocs have shown that the settling velocity measured with the settling column method is incompatible with predictions using realistic values of the floc density (Ali et al., 2024). Measurements done by transferring a drop of a dilute suspension of flocs at the top of the column give values of the settling velocity of flocs at the bottom of the column that are much larger than the value predicted by the Stokes settling rate. One of the reasons for this large velocity is that flocs fall in the wake of others, which enhance their settling velocity. This velocity was hence termed “collective settling” velocity in (Ali et al., 2024). Experiments shown in the same article have instead demonstrated that dropping single flocs in the settling column gave settling velocities (“individual settling”) that are close to the Stokes settling value.

The results of this study on the effect of collective motions on particle settling is of practical interest in several contexts. Collective settling is encountered during the discharge of particle-laden plumes in (deep-sea) mining (Peacock and Ouillon, 2023), the propagation of turbidity currents (Meiburg and Kneller, 2010), hypopycnal plumes (Snyder and Hsu, 2011), etc. To estimate the settling fluxes in the far-field region of the plume, where the particle concentration is very low, the Stokes settling velocity is used as input parameter, and its validity assumed. The assumption is based on the fact that the suspension is very dilute (volume fraction within 1%), so hydrodynamic interactions are assumed to be unimportant. The current study challenges this assumption.

In this article, we start from experimental observations using spherical particles of given size and density. The use of such well controlled particles enables us to be in the regime where the Stokes formula is known to hold exactly in the individual settling case and avoid the uncertainties in shape, size and density encountered when using flocs. Experiments were performed using a video microscopy setup described in Section 2, quite similar to the ones used by other experimentalists (Manning et al., 2011; Manning, 2015; Fall et al., 2021; Kaiser et al., 2019; Khatmullina and Chubarenko, 2021; Glockzin et al., 2014). We then interpret the experimental results using numerical simulations that illustrate the difference between collective settling and individual settling. Settling of suspension drops in quiescent viscous liquids has been studied both experimentally and numerically (Nitsche and Batchelor, 1997; Ekiel-Jeżewska et al., 2006; Metzger et al., 2007). In these studies, the initial velocity of the cloud, breakup of the cloud and particle leakage from the cloud were the main focuses. In the current article, we are interested in discussing implications of theoretical predictions for the settling velocity as a function of solid concentration and particle polydispersity in size in view of experimental measurements. The simulations presented in Section 3 enable to propose a simple expression for the single-particle Stokes settling velocity and density using the local volume fraction, the cloud radius and the particle settling velocity in the cloud. This expression is valid for a dilute suspension and a cloud size much larger than the particle’s size, which are conditions generally fulfilled in the experiments.

2 Experimental methods

For the settling experiments two batches of polystyrene particles are utilized, with a median particle diameter of approximately 600 μm and 900 μm, as characterized by the particle size distribution shown in Figure 1 (obtained with a Malvern Mastersizer 2000 set-up described in (Ali and Chassagne, 2022)). The density of the particles is in the range of 10201040 kg/m3. The solvent used is water (density ρw=1000 kg/m3).

Figure 1
A two-part image: (a) a graph showing particle size distribution with volume percentage on the y-axis and particle size in micrometers on the x-axis. Two curves represent particles of 600 and 900 micrometers. (b) a schematic of a particle measurement setup, including a settling column with particles, a high-resolution camera with a lens, a connected laptop for visualization and recording, and a light source.

Figure 1. (a) Particle size (diameter) distribution of polystyrene particles as measured by Malvern Mastersizer 2000. (b) Schematic representation of the FLOCCAM setup (Ali et al., 2022).

The settling velocity was measured with a home-made video microscopy device (FLOCCAM) designed to measure particle size distributions (PSDs) for particles larger than 20 μm and their respective settling velocities (Ali et al., 2022; Al et al., 2022; Ye et al., 2020; Manning et al., 2007; Ali et al., 2024). A schematic of the setup is shown in Figure 1.

The FLOCCAM system consists of a rectangular settling column measuring 10cm×10cm×30cm, with glass panels on the front and back, and plastic side walls. Video footage of the settling particles is captured by a 5 MP CMOS camera with a resolution of 2592×2048 pixels and a pixel size of 4.8μm. The camera, equipped with a Global Shutter (model: iDS UI-3180CP-M-GL Rev.2.1, AB02546), is paired with a telecentric lens (model: S5VPJ2898) manufactured by Sill Optics GmbH and Co. KG, featuring an adjustable working distance and a C-mount. This combination provides a pixel resolution of approximately 8.6μm.

For illumination, a Flat Lights TH2 Series Red LED panel (63 mm× 60 mm) was employed due to its high directivity, ensuring consistent lighting throughout the experiments. The light panel was powered and controlled by a DC 24V Input Controller (model: PB-2430-1) from CCS Inc.

To inject the particles into the settling column, a plastic conical feed well terminating with a rectangular outlet measuring 2 mm×10mm was used. A suspension drop containing particles was carefully extracted using a pipette and released into the column. Settling velocities were recorded approximately 25 cm below the injection point.

The post-processing of FLOCCAM videos was done by using the software Safas (Ali et al., 2022; MacIver, 2019). Safas, which stands for Sedimentation and Floc Analysis Software, is a Python module specifically designed for processing and analyzing images and videos of sedimenting particles, especially cohesive sediment flocs. This open-source software enables users to easily extract critical data such as particle size, morphology, and settling velocity, allowing users to customize its image filters.

In the first set of experiments, particles with a given size (600 μm or 900 μm) were tested under both individual settling and group settling conditions. For the individual settling case, each particle was introduced into the settling column one at the time, ensuring no interference from neighbouring particles. In the collective settling case, a few mL suspension containing particles were transferred into the column.

The group settling behaviour of a polydisperse group of particles, consisting of a mixture of 600μm and 900μm particles, was also studied and compared to the individual settling behaviours of particles from each size range. The ratio between the number of 600 μm and 900 μm particles in the mixed group is 7:1.

3 Simulation approach

Simulations were carried out with a Stokesian dynamics method in the force formulation (Durlofsky et al., 1987; Brady and Bossis, 1988). The simulation code is the same as in Ref. (Li and Botto, 2024), where complete validation cases are presented. Essentially the method is based on calculating the average settling velocity starting from the particle position by knowing that, in a low-Reynolds number suspension, the velocity of each particle is a linear function of the gravitational forces (weight and buoyancy) acting on each particle.

The numerical simulations are carried out as follows. Firstly, particles are randomly placed inside a cubic box ensuring no overlap between any pair of particles. The group of particles in the box is assumed to settle in an unbounded fluid. Then, the particle velocities are calculated by the Stokesian dynamics method (Durlofsky et al., 1987; Brady and Bossis, 1988). In the Stokesian Dynamics method, a mobility matrix M is assembled based on the relative position of all the particles. For this matrix, which incorporates the hydrodynamic interactions between the particles, we adopt the Rotne-Prager approximation (Rotne and Prager; Zuk et al., 2014) (this approximation is appropriate for dilute suspensions). Formulas for the components of M in this approximation are taken from Refs. (Rotne and Prager; Zuk et al., 2014). The vector containing the velocities of the particles is calculated from the following equation:

U=MF,(1)

where U is a 3N×1 vector of the velocities of the N particles, and F is a 3N×1 vector of the forces on the N particles. For a particle with radius a, the force on the particle is f=4πa33(ρpρw)g, where ρp and ρw are the densities of the particle and water, respectively, and g is the gravitational acceleration. In the simulations, the instantaneous particle settling velocities are calculated according to Equation 1, with forces corresponding to the assigned random configuration of the particles.

When the average separation between identical particles of radius a is infinitely large, M is a diagonal matrix with entries equal to the mobility coefficient 1/(6πμa), where μ is the viscosity of water. At finite interparticle separations, interparticle interactions alter the settling velocity of each particle, and can result in the average settling velocity of a group of particles being smaller or larger than the Stokes settling velocity. The average settling velocity of a particle is U=4πa33(ρpρw)Mg, where M depends on the interparticle separation or, equivalently, on the solid volume fraction. For a polydisperse suspension, each size class will have its own average settling velocity (Li and Botto, 2024).

The simulation results are presented in non-dimensional form. The simulations are non-dimensionalized using a characteristic length a0 and a characteristic Stokes velocity u0=2a029μ(ρpρw)g. For the polydispersed simulation, the characteristic length is the average radius of the size distribution a.

4 Results and discussions

4.1 Experimental results

Figure 2 (top) presents the results of a settling experiment for particles of diameters centered around 600μm, comparing individual and collective settling. When particles were introduced individually into the settling column, their velocities followed reasonably well Stokes’s formula for ρp1030kg/m3 (blue dots), with a small dispersion about this law.

Figure 2
Two scatter plots depict the settling velocity versus sphere diameter, measured in micrometers, with a logarithmic scale. The upper plot displays orange crosses and blue plus symbols, representing group and individual measurements for 600 micrometers. The lower plot includes additional data for 900 micrometers, with black dots and different shades of orange. Dashed lines indicate densities of one thousand and twenty, one thousand and thirty, and one thousand and forty kilograms per cubic meter.

Figure 2. (top) experimental particle settling velocities, comparing individual and group settling for a range of particle diameters centered at 600μm; (bottom) experimental particle settling velocities for a predominantly bi-disperse mixture of 600μm and 900μm.

Having particles settling in a group has several effects: a larger spread in velocities and a larger average velocity are found for a given diameter in the collective settling case (orange dots) compared to the individual settling case (blue dots). Note that the FLOCCAM setup does not allow to measure velocities larger than 8.5mm/s, which explains the cut-off observed in Figure 2. Another effect is that when multiple particles are in the field of view, the software clearly has issues (related to grayscale definition) to correctly estimate particle sizes, leading to the observed spread in size.

Figure 2 (bottom) represents the comparison between individually settling particles and suspensions containing both particles with diameters 600μm and 900μm, with a ratio of small to large sizes of 7:1. The presence of 900μm particles in the suspension causes a significant increase in the velocity distribution of the 600μm particles, compared to the group settling behavior shown in Figure 2 (top) and to a notable increase in the settling velocity of the 900μm particles compared to the case where they were sampled individually. Again, due to the cutoff at 8.5mm/s, it was not possible to record particles settling at a higher velocity, but from the data it is clear that more particles are settling at higher velocities in Figure 2 (bottom) than in Figure 2 (top). The distinction between 600μm and 900μm particles in Figure 2 (bottom) is also somewhat arbitrary, as the size determination by the software is problematic due to the calibration of the grayscale.

From the experiments, it can be concluded that, in line with what has been observed with flocs, a large spread in sizes and velocities is obtained during the collective motion of particles, even though these particles have a density close to water and settle in the Stokesian regime (Ali et al., 2024).

The increase in the number of particles in a suspension is generally believed to give a reduction in settling rate (Brzinski and Durian, 2018), a phenomenon commonly referred to as hindered settling. In our experiment instead we have a case of enhanced settling. The reason lays in the fact that particles in the FLOCCAM experiment are settling in a group, in a water otherwise devoid of particles, as sketched in Figure 3a. In that simplistic sketch, it is assumed that the particles fall collectively with the same velocity. Their velocity can be estimated, using Stokes, as being equal to the velocity of the cloud, i.e., u=2R29μ(ρRρw)g where ρR=ϕρp+(1ϕ)ρw is the density of the cloud of radius R, ϕ=N(a/R)3 is the volume fraction of particles of radius a inside the cloud and N is the number of particles inside the cloud. This leads to u/u0=N, where u0 is the single particle Stokes velocity. A better formulation has been derived by Hadamard and Rybczynski, who accounted for the fact that the fluid velocities at the cloud/solvent interface are continuous (Chassagne, 2021), yielding

u/u0=1+N6aλ*R(2)

where λ* is drag force parameter ranging from λ*=5 (dilute cloud) to λ*=6 (concentrated cloud). It is clear from this equation that the velocity of a particle in the cloud is much larger that the Stokes settling velocity of an individual particle.

Figure 3
Diagram showing two scenarios of particle motion in a flow. (a) Particles with arrows are concentrated in a smaller area with \( l \ll L \), enclosed by a blue path. (b) Particles spread over a larger area with \( l \approx L \), separated by multiple blue paths.

Figure 3. Sketches showing (a) collective settling of particles, and (b) hindered settling of a suspension. Blue lines with arrows represent the fluid streamlines, and red arrows show the particle moving direction. l=2R is the size of the particle group (i.e., the diameter of the gray dashed circle enclosing the particles in (a)), and L is the lateral size of the container.

In hindered settling, the group of particles spans the entire width of the tank (Figure 3b). In this latter case hydrodynamic interactions produce a significant upward flow by conservation of volume (the flux of particles moving downward imposes a water flux upward). This results in a reduction of individual particle settling velocities (Chassagne, 2021).

We will now proceed to analyze in more detail the kinetics of collective settling using numerical simulations.

4.2 Settling of two spheres

In order to get a first estimate of characteristic lengths, we consider the settling kinetics of pairs of spheres. We first study the classical case of a pair of identical spherical particles of radius a1=a2=a (red line and symbols in Figure 4). It is well-known that their settling velocity increases as the center-to-center separation r between the particle centers decreases, and is larger than the settling velocity of each particle by a factor that reaches almost 50% at close separation for spheres that are horizontally aligned, as illustrated in Figure 4. The hydrodynamic influence of one sphere on the other sphere decays slowly, as 1/r, therefore, to reach values comparable to the single-particle settling velocity one should have separations r10a. For an homogeneous system, an interparticle separation of r10a corresponds to a very small solid volume fraction of 0.1%, so one should have local volume fractions that are extremely small for the influence of hydrodynamic particle-particle interactions to be negligible. The rule of thumb of 10 particle radii needs to be modified when the pair comprises spheres of dissimilar size. For example, by examining the case a2/a1=0.25 described by the blue line and symbols in Figure 4, we can see that for a separation 2r/(a1+a2)=20 the settling velocity of particle 2 has not yet converged to its own Stokes settling velocity. This despite the fact that 2r/(a1+a2)=20 and a2/a1=0.25 yields a large separation of r=50a2.

Figure 4
Graph shows simulation and analytical solutions for \( a_2/a_1 \) ratios of 1.0, 0.5, and 0.25. The x-axis is labeled \( 2r/(a_1 + a_2) \) and the y-axis is \( u_2/u_{St,2} \). Simulations are represented by red, green, and blue circles, while analytical solutions are solid lines in corresponding colors. Values decrease and converge with increasing x-axis values.

Figure 4. Simulated settling velocities of a sphere of radius a2a1 in a simulation of a horizontally aligned sphere pair, where one of the spheres has a radius a1 and the other has a radius a2. uSt,2 is the Stokes velocity of the sphere with radius a2 and r is the center-to-center distance of the pair. Lines are the analytical solutions of Ref (Wacholder and Sather, 1974).

4.3 Settling of a group of spheres

The long-range velocity hydrodynamic disturbances created by particles settling in a group result in settling velocities that are much larger than the single particle settling velocity, but also to a significant spread in velocity. In Figure 5 we compare group settling and individual settling for configurations in which 100 particles are randomly placed in a cubic box of side L=35a. In this plot, the average separation is such that the volume fraction is 1% and the average velocity of the group is more than 6 times larger than the single-particle Stokes velocity. The average velocity of the group will depend on the (local) volume fraction, therefore in Figure 6 we plot the average velocity of the group of particles as a function of ϕ, where ϕ is the volume fraction of particles inside the cloud. This plot is obtained by fixing the size of the cloud and the simulation box and changing the number of particles. To plot the dashed line in Figure 6, the radius of the cloud, R, is chosen as half of the box size L/2. From these graphs we can see that the dispersion around the mean value for these monodisperse simulations is comparatively small. An analysis of the problem of randomly distributed point-forces located within a sphere of radius R in Ref. (Ekiel-Jeżewska et al., 2006). reports fluctuating velocity of at most 5% of the difference between the average velocity of the particle group and the single particle settling rate. This is due to the fact that particles in the center of the group move with a velocity comparable to the average velocity of the group, while the settling velocity of particles at the group’s periphery is smaller than that of the group (see Figure 7a). The average velocity of the group follows approximately the expression, derived by Ekiel-Jeżewska and co-workers (Ekiel-Jeżewska et al., 2006):

u/u0=1+65R2ϕa2aR(3)

This expression can be used for an estimation of the settling velocity of particles in a dilute cloud. Note that Equations 2, 3 reduce to the same expression, 1+65R2ϕa2, for large R/a.

Figure 5
A graph displaying a curve labeled

Figure 5. Monodisperse case: Particle settling velocities normalized by the particle Stokes settling velocity as function of the normalized particle size. Single particles settle according to Stokes (red circle), whereas particles settling collectively display a spread in settling velocities (boxplot). The mean value and standard deviation of the settling velocity are 6.6 and 0.7, respectively. The horizontal line in the blue box represents the median value. The volume fraction of particles is 1% and 100 particles are used in the simulation. The radius of the cloud is half of the box size.

Figure 6
Log-log plot depicting the relationship between \(\phi\) on the x-axis and \(u/u_0\) on the y-axis. Data points from simulations are marked and connected by a dashed line representing the analytical solution. The graph shows an increasing trend. A legend indicates symbols for simulations and analytical solutions.

Figure 6. Monodisperse case: average particle settling velocity normalized by the individual Stokes settling velocity versus volume fraction in the settling group. Symbols are results of current simulations with error bars showing the standard deviation of the particle velocity fluctuations. The dashed line is the analytical solution from the reference (Ekiel-Jeżewska et al., 2006) for particles randomly distributed within a spherical cloud. The radius of the cloud is half of the box size.

Figure 7
Three panels labeled (a), (b), and (c) display clusters of colored spheres on a blue background, representing data variations with color gradients from blue to red. Each panel contains a vertical color scale labeled

Figure 7. Example of simulated configurations for (a) monodisperse, (b) bidisperse and (c) polydisperse cases. The particles are colored according to their settling velocities (normalized by the reference Stokes velocity).

4.4 Settling of a bidisperse group of spheres

We now turn to the analysis of simulations in the bidisperse case. The normalized particle settling velocities in both individual settling and group settling cases are shown in Figure 8. For these calculations, in the individual settling case, a single particle with radius a1 or a2 is placed inside the domain. For collective settling, 50 small particles with radius a1 and 50 large particles with radius a2 are placed inside a cubic box with size L=58a1, resulting a volume fraction as 0.01. At this volume fraction, in the collective settling, the settling velocities of the small particles range from 10 times to 20 times their Stokes velocity (the mean value and standard deviation of the settling velocity as 16.4 and 2.3, respectively). This large influence of bidispersity on the average settling rate can be understood from the fact that, as shown in Figure 4, in a pair of dissimilarly sized particles the velocity of the small particle is larger than its Stokes settling velocity and approaches the velocity of the large particle as r is reduced (in a very dilute dispersion of particles, hydrodynamic interactions are essentially pair-wise additive, so results for particle pairs translate qualitatively to a particle cloud). Of course, in a bidisperse situation the larger particles will settle faster than the small particles, resulting in phenomena of segregation within an initially homogeneous cloud (Faletra et al., 2015) or even disintegration of the cloud (Ho et al., 2016) depending on the relative particle size.

Figure 8
Box plot and line chart showing the relationship between \( u/u_0 \) and \( a/a_0 \). Two box plots labeled

Figure 8. Bidisperse case: Normalized particle settling velocities for collective and individual settling. For the collective settling, 50 particles of radius a0 were mixed with 50 particles of radius 2a0. The box plot represents the velocity distribution of each size class in the mixture.

4.5 Settling of a polydisperse group of spheres

Finally, Figure 9 shows results for the polydisperse case. The particle size is distributed according to a Gaussian with mean 1.5 and standard deviation 0.2. A graph comparing the settling velocity vs. particle radius for individual settling and collective settling is shown in Figure 9a. For the collective settling simulation, 100 particles are placed randomly in a cubic box with L=50 (volume fraction ϕ=0.01). The average settling velocity of the group of particles is at least 10 times larger than the individual settling rate. Fluctuations in the velocity around the mean value, for each value of a are comparatively large, so assigning a law of dependence between u and a can only be done in a least-square sense. The scatter plot of Figure 9a and the values presented in Figure 9b, where the settling data is plotted per particle size classes, indicate that in group settling the correlation between particle size and velocity is weak. It may therefore seem that estimating the particle Stokes settling velocity (and hence density) for a polydisperse suspension is not as straightforward as for a suspension of monodisperse particles, where Equations 2, 3 can be used. However, we will now see that another effect, typical of suspensions of polydisperse particles, in fact helps.

Figure 9
(a) Scatter plot showing the relationship between \(a/a_0\) and \(u/u_0\). Blue circles represent collective data points, red circles represent individual data points, and a black line indicates the Stokes model. (b) Box plot illustrating \(u/u_0\) for different ranges of \(a/a_0\) from 1 to 2, displaying variations in median, quartiles, and extremes.

Figure 9. Polydisperse case: (a) normalized particle settling velocities comparing collective and individual settling, and (b) spread of the normalized particle settling velocities per size range during collective settling.

When a cloud of spherical monodisperse particles settles, the cloud maintains its shape while growing in size until it breaks up into “blobs”, except for clouds with very low initial volume fractions which disintegrate without keeping their shapes. A polydispersity in size has the effect of destabilising the cloud much faster. If the polydispersity is large, the cloud disintegration is faster.

In Figure 10a we show a snapshot of a dynamic simulation of a polydisperse suspension of 949 particles initially confined within a sphere. The initial volume fraction is 1%. The particle sizes are distributed according to the discrete logarithmic size distribution shown in Figure 10b. Because of the large polydispersity (the parameter σ characterising the log-normal is 0.32, while the mean radius is 0.94) the initial spherical cloud has lost its coherence in shape in a comparatively short time. The cloud has disintegrated, leaving a trail of small particles (seen at the top of the image) that settle with a velocity still larger than their Stokes velocity. The larger particles near the bottom experience hydrodynamic interactions and settle at a velocity much larger than the Stokes velocity.

Figure 10
Scatter plot (a) showing a distribution of points on a blue background, with colors ranging from white to red. Bar chart (b) on the right side illustrates frequency distribution of a variable labeled \(a/a_0\), with values ranging from 0.2 to 1.8 and frequency up to 140.

Figure 10. (a) A snapshot of a dynamic simulation of a settling polydisperse cloud. Particles are colored according to their sizes. (b) Particle size distribution used in the dynamic simulation. The mean value and standard deviation of the particle radius is 0.94 and 0.32, respectively.

Particles in the tail reach their Stokes settling velocity as time progresses. This trend is demonstrated in Figure 11, where the particle velocities are given in terms of trail particles (in red) and particles in the core of the cloud (blue) for ϕ=1%. If the distance between a particle and the average position of all the particles is larger than the radius of the initial cloud, this particle is considered as a trail particle. Otherwise it is considered as in the cloud. The red circles come closer to the Stokes velocity line in time. The figure also shows that the largest (heaviest) particles in the trail offer the best agreement with the Stokes velocity. This is because the hydrodynamic influence of the smallest particles in a polydisperse distribution on the large particles is relatively weak (Li and Botto, 2024). The small particles “feel” the influence of the large particles, but not vice versa. This also explains why in the experiments of Ali et al. (Ali et al., 2024) the estimation of the effective density of the smallest flocs had a larger variance for the small flocs than for the large flocs. From Figure 11 it is also apparent that the velocity of the particle belonging to the core of the cloud is almost independent of the particle size, something also found experimentally.

Figure 11
Three scatter plots labeled (a), (b), and (c), show data points of blue and red crosses. The y-axis is labeled \( u/u_0 \) on a logarithmic scale, and the x-axis is labeled \( a/a_0 \). Each plot features a diagonal reference line. Plots (a) and (b) display blue and red data points, while plot (c) shows only red data points, indicating variation across conditions.

Figure 11. Particle velocities for different size classes at three different times in the dynamic simulation. Blue symbols are for the particles in the cloud, red symbols are for the particles in the trail, and the red lines are the Stokes velocities. Time progresses from (a–c). (a,b) happen before the cloud is completely broken, and (c) happens after that.

4.6 Criteria for stability of polydisperse cloud of particles

The time for disintegration of a particle cloud depends primarily on the initial volume fraction. For example, for ϕ=0.01% and ϕ=0.001% no typical cloud evolution behaviour (with a toroidal vortex) is observed in our dynamic simulations, regardless of the number of particles in the cloud. For ϕ=0.1%, the evolution follows initially a typical cloud behavior for N=250 until the cloud disintegrates. For monodisperse particle clouds, Ho et al. (2016) found that the cloud breakup time is in the range 5001200τc, where τc=R0/u is the time it takes for a spherical cloud of radius R0 to travel a distance R0 when moving with a velocity u=4/15ϕΔρgR2/μ (equal to Equation 3 when ϕa/R). For a Gaussian distribution of at least 1500 particles, they found a smaller breakup time in the range 200–700 τc. For number of particles smaller than 1000, they found that cloud destabilisation was “difficult to be detected or even does not occur in some realizations”. This result is compatible with our observation of absence of conventional breakup for extremely small volume fractions when the particle distribution is lognormal with a large variance.

In an experiment, most interesting is the destabilisation length Ldes, as this sets the position where the camera should be placed. Figure 12 shows Ldes/D0=Ldes/(2R0) vs. the normalised destabilisation time tdes/τc as measured in our simulations, against the correlation for Ldes/D0=0.41tdes/τc developed by Ho et al. (2016). This correlation provides a reasonably good fit to the data. Taking a lower bound tdes/τc200, we find Ldes/D082. For the experiments of Figure 1 we use a rectangular outlet 2 mm × 10 mm to inject the particles. Using for D0 the average dimension of the outlet 6 mm we get Ldes49.2cm, almost two times larger than the value we use for the placement of the camera in the experiments of Figure 1. A much taller column, or a much smaller particle volume fraction, would have been needed to avoid hydrodynamic interaction effects in the measurement of the settling rate by the pipette method.

Figure 12
Scatter plot showing \(L_{\text{des}}/D_0\) versus \(t_{\text{des}}/\tau_c\) with data points as squares and diamonds. A dashed line represents an upward trend. The x-axis ranges from zero to eight hundred, and the y-axis from zero to three hundred fifty.

Figure 12. The destabilization length versus the destabilization time of the cloud. Symbols are the results of our dynamic simulations (Triangles for monodisperse clouds, squares and diamonds for polydisperse clouds), and the dashed line is the correlation given in the Ref. (Ho et al., 2016).

5 Conclusion

Settling experiments, where a small volume of a dilute suspension of flocs is introduced in a settling column and the velocity of these particles is recorded at the bottom of the column are widely used to obtain Stokes settling velocities which are an input parameter to sediment transport models. The experiments presented in this article were done with a setup that is the same or is similar to the ones used in different studies to evaluate the density of small particles collected in situ, the majority of which are aggregates (flocs). Experiments on flocs in previous studies have demonstrated that the effective particle (floc) density, ρp, obtained by fitting the Stokes formula to the measured settling velocity data, are incompatible with the expected intrinsic density of such a low-density particle. This was confirmed in the present article, where we used spherical polystyrene particles. When single particles were inserted in the settling column, their velocity matched their Stokes settling velocity as the density found was in range of the density of polystyrene. When dilute amounts of polystyrene particles are introduced in the column, the settling velocity of particles is changed by one order of magnitude. It was also observed that the size of particles was also incorrectly estimated (leading to a spread in size). This last fact is due to software issues related to the calibration of the grayscale and edge determination, and is not further discussed as the present article concentrates on the spread in velocity only.

Numerical simulations were subsequently presented to model the sedimentation of a cloud of particles at low Reynolds number in an unbounded fluid to evaluate the effect of collective particle interactions on the increase in settling rate over the single-particle (Stokes) settling rate formula. When a dilute amount of particles is introduced at the top of the settling column, a particle cloud is formed. At that point, each particle in the cloud settles approximately with the velocity of the cloud. This velocity scales proportionally to the number of particles in the cloud and is thus much larger than the single particle settling rate. This, in turn, gives rise to an overestimation of the effective density.

From Equation 3, assuming R/a1, the effective average particle density (ρpρw) can be estimated from the measured average particle velocity of the core particles in the cloud u using:

ρpρw=μgu2a2/9+4R2ϕ/15,(4)

where μ is the viscosity of water, R is the radius of the cloud, ϕ is the volume fraction, a is the radius of the particle, and g is the gravitational acceleration. The volume fraction can be estimated from the concentration of the suspension added in the column and the extension of the cloud. Particles trailing out of the cloud (see Figure 13) can be assumed to settle according to Stokes for the largest particles, and close to their Stokes settling velocity when the cloud is completely broken up.

Figure 13
Cluster of gray dots arranged inside and outside a dashed circle. Two arrows labeled

Figure 13. Sketch of a settling particle group with dashed circle enclosing the cloud particles and leaving the trail particles behind.

Because we have access to accurate simulation data, we are in the position to test the accuracy of the simple model Equation 4. We estimated the particle-water density difference from the measured (from the simulation) average particle velocity of a monodisperse cloud, and compared the measured and real (imposed) density differences. The results are shown in Figure 14. Blue dots are the results from the Stokes velocity formula and the average particle velocity as the Stokes velocity, and red dots are the results using the correction Equation 4. For a very dilute cloud (i.e., ϕ=0.001), the ratio between the corrected value and the real value is very close to 1. As the volume fraction increases, the ratio between the two increases and reaches a value of around 1.5 for ϕ=0.1. Thus, the accuracy of the model expectedly decreases with increasing volume fraction. However, the error is comparatively small. Without correction using Equation 4, the ratio between the measured density difference and the real density difference would be around 60 for ϕ=0.1, nearly 120 times larger than the error obtained with the corrective model! Thus, while simple, the proposed model Equation 4 gives a much more accurate estimation of the particle-water density difference than the single-particle Stokes velocity formula.

Figure 14
Log-log scale scatter plot showing data points comparing the estimated and real values of a variable. The x-axis is labeled

Figure 14. The ratio between the estimated particle and water density difference from the simulations of a monodisperse cloud and the real density difference versus the volume fraction of the cloud. Blue dots are results without correction, and red dots are results with correction using Equation 4. Here R/a=17.5.

We conclude by summarising some of the key assumptions in our simulation. The main assumptions are that the Reynolds number based on the fluid-particle velocity difference is negligibly small and non-hydrodynamic particle-particle interactions (e.g., adhesion, electrostatic interaction, etc.) do not affect the sedimentation dynamics at the explored range of relatively small volume fractions. The particles are assumed to have equal density. The effect of the lateral bounding walls is also not considered. Developing simulations where these limitations are overcome is feasible with modern numerical methods for multiphase flows (Yousefi et al., 2020; Hu et al., 2024). The current work has indicated quantities that can be computed in simulations and that are of direct interest to scientists and practitioners seeking to use physical experiments to estimate particle-fluid density differences.

Data availability statement

The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding authors.

Author contributions

HL: Writing – original draft, Writing – review and editing. WA: Writing – original draft, Writing – review and editing. CC: Writing – original draft, Writing – review and editing. LB: Writing – original draft, Writing – review and editing.

Funding

The authors declare that financial support was received for the research and/or publication of this article. LB received funding from the European Research Council (ERC) under the European Union’s Horizon 2020 research and innovation program (Grant Agreement No. 715475, project FLEXNANOFLOW). This work is performed in the framework of PlumeFloc (TMW.BL.019.004, Topsector Water and Maritiem: Blauwe route) within the MUDNET academic network.

Acknowledgements

The authors would like to thank all co-funding partners. The authors would also like to thank Deltares for using their experimental facilities in the framework of the MoU between TU Delft/Deltares.

Conflict of interest

The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.

Generative AI statement

The authors declare that no Generative AI was used in the creation of this manuscript.

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Keywords: settling velocity, particle sedimentation, particle density measurement, flocs, particle cloud

Citation: Li H, Ali W, Chassagne C and Botto L (2025) Estimating the density of individual particles from the settling of a particle cloud. Front. Earth Sci. 13:1710847. doi: 10.3389/feart.2025.1710847

Received: 22 September 2025; Accepted: 24 November 2025;
Published: 10 December 2025.

Edited by:

Roberto Sulpizio, University of Bari Aldo Moro, Italy

Reviewed by:

Jian Zhou, Hohai University, China
Iver Hakon Brevik, Norwegian University of Science and Technology, Norway

Copyright © 2025 Li, Ali, Chassagne and Botto. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

*Correspondence: Claire Chassagne, Yy5jaGFzc2FnbmVAdHVkZWxmdC5ubA==; Lorenzo Botto, bC5ib3R0b0B0dWRlbGZ0Lm5s

Present address: Waqas Ali, NMDC Group, Abu Dhabi, United Arab Emirates

Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.