Numerous natural systems depend on the sedimentation of passive particles in the presence of swimming microorganisms. Here, we investigate the dynamics of the sedimentation of spherical colloids at various E. coli concentrations within the dilute regime. Results show the appearance of two sedimentation fronts: a spherical particle front and the bacteria front. We find that the bacteria front behave diffusive at short times, whereas at long times it decays linearly. The sedimentation speed of passive particles decays at a constant speed and decreases as bacteria concentration (ϕb) is increased. As ϕb is increased further, the sedimentation speed becomes independent of ϕb. The timescales of the bacteria front are associated with the particle settling speeds. Remarkably, all experiments collapse onto a single master line by using the bacteria front timescale. A phenomenological model is proposed that captures the sedimentation of passive particles in active fluids.

The settling of particles in the presence of microorganisms is a ubiquitous natural process from small river tributaries to lakes to oceans.1–6 Sedimentation of biological matter, for instance, plays an important role on the distribution of plankton in oceans, which is key part of the carbon cycle (i.e., ocean's biological pump) that transports carbon from the ocean's surface to depth.7–9 From a technological stand point, microbial activity can affect many process such as the production of food, biofuels, and even vaccines.10–14 While the settling of passive particles, as a function of suspension volume fraction (ϕ) and interparticle interactions, has been extensively studied,15–23 much less is known about particle sedimentation in the presence of swimming microorganisms.

At infinite dilution, the particle sedimentation speed is set by the balance between the gravitational and viscous drag forces, and the associated velocity called the Stokes' settling speed is given as V0=2a2Δρg/9η, where a is the particle radius, Δρ is the density difference between the particle and the solvent, g is the acceleration due to gravity, and η is the solvent viscosity.17 As ϕ increases, the competition between the interparticle forces and thermal motion determines the suspension microstructure, affecting the hydrodynamic interactions between the particles, and in turn the suspension sedimentation speed. These effects are on suspension sedimentation speed, which are usually described by the hindered settling function, given as H(ϕ)=Vp(ϕ)/V0, where Vp(ϕ) is the mean sedimentation speed due to the upward fluid flow between the settling particles.21 

Obtaining the exact form of H(ϕ) for quiescent particle suspensions is quite challenging and has been the subject of much investigation.18,24 One of the first empirical functional form that captures the ϕ-dependence on the hindered settling function was proposed by Richardson and Zaki nearly 70 years ago16 as H(ϕ)=(1ϕ)n, where n4.65 for particles Reynolds numbers (Re) below 0.2 when wall effects can be neglected. This relationship was found to be valid for both sedimentation and fluidization processes. It is worth emphasizing that there is still a debate on the exact value of the exponent n. Recently, a comprehensive study has shown that the exponent has in fact two values: n5.5 for Brownian particles and n4.5 for non-Brownian particles. At very dilute particle concentration, the exponents converge to n6.5, a value that is close to Batchelor's theoretical prediction, H(ϕ)=16.55ϕ+O(ϕ2), obtained by including many-body hydrodynamic interactions between monodisperse constituent particles.15 

While there is a rich history (and much still to understand) on the subject of sedimentation of passive suspensions,18–21,23,25 there has been a growing interest in systems that emulate the sedimentation of natural processes, particularly those that include living matter such as swimming microorganisms.26–31 The presence of active particles (living or synthetic) injects energy to a suspending solution. Activity can drive the fluid out of equilibrium even in the absence of external forcing and lead to many poorly understood phenomena including low values of reduced viscosity,32,33 enhancement in particle diffusivity,34–38 and collective motion (at high densities).39–41 Thus, one expects activity to also affect the sedimentation of passive particles and the associated hindered settling function H(ϕ).

Experiments with synthetic active Janus particles have shown some intriguing results.26,29,31 These investigations show that the particle steady-state density profiles are significantly affected by activity and can be described by an exponential decay.26 Increasing particle activity leads to a slower exponential decay, which is described by using an effective temperature (and diffusivity) that is much larger than for passive systems.26 Varying sedimentation speed while maintaining a constant system activity also led to exponential decay in particle diffusivity.31 These steady-state results agree well with theory and simulations.30,31,42–44

Sedimentation experiments with live organisms have been far less common but also show unusual phenomena. For example, bacteria have been shown to enhance sedimentation rates in the presence of polymers due to aggregation.45 In mixtures of swimming algae and particles, the (exponential) steady-state sedimentation profile of passive particle is found to be described by an effective diffusivity (or temperature) that increases linearly with the concentration of swimming microbes,46 similar to results in artificial active particles. Recently, it was found that the sedimentation speed of passive particles can be significantly hindered by the presence of swimming microorganisms (E. coli) in the dilute regime;28 the hindered settling function for these settling active suspensions is captured by a Richardson–Zaki-type equation16 with an exponent that is much larger than for passive systems and a function of bacteria activity. The time-dependent concentration profiles can be adequately described by an advection–diffusion equation coupled with sink–source terms to describe bacteria population dynamics, and with a dispersivity parameter that increases linearly with bacteria concentration.28 Nevertheless, the effects of bacterial activity on suspension sedimentation dynamics are still not fully understood.

Here, we experimentally investigate the sedimentation dynamics of dilute active suspensions using mixtures of passive colloidal spheres and swimming E. coli. These initially well-mixed suspensions settle for a period up to three days (depending on bacteria concentration ϕb), and image analysis techniques are used to track the height of the particle sedimentation front. We find that the suspension phase separates into particle- and bacteria-rich fronts. A simple model is presented that can capture the phase separation time based on species dispersivities and settling speeds.

In this contribution, we experimentally study sedimentation of particles in the presence of bacteria. Active suspensions are prepared by mixing Escherichia coli (wild-type K12 MG1655) and polystyrene spheres (density ρ=1.05 g/cm3, Thermo Scientific) of diameter d = 2 μm in de-ionized (DI) water. Bacteria are grown to saturation (109 cells/mL) in culture media (LB broth, Sigma-Aldrich). Both spheres and the saturated culture are centrifuged (Centrifuge 5430, Eppendorf) and mixed with DI water to reach the desired bacteria volume fraction.

We transfer 1.5 ml of the prepared suspensions into glass vials (9.7 mm in diameter and 35 mm in height), as shown schematically in Fig. 1(a); the liquid column is approximately 20-mm tall. The suspensions are homogenized by hand with a pipette so that the bacteria and colloids are uniformly distributed at the start of the experiment. These vials are placed in a water tank to maintain the vials at room temperature T0=22 °C and to remove optical aberrations during imaging (cylindrical vials are preferred to avoid effects from sharp edges). Images are taken every 10 min for a period of 2–3 days with a Nikon D7100 camera that is equipped with a 105-mm Sigma lens. The light source is an Edge-lit Collimated Backlights (CX, Advanced Illumination).

FIG. 1.

Experimental setup and sample images are shown from left to right: (a) A schematic of the setup and bacteria/particle suspensions. Passive particles are 2 μm polystyrene spheres, subject to gravity; volume fraction ϕp=0.04% is kept constant for all experiments. Swimming activity is provided by E. coli, a 2-μm rod-shaped bacterium. Sample snapshots of sedimentation experiments with (b) a mixture of passive particles (ϕp=0.04%) with non-motile bacteria (E. coli) at ϕd,b=0.20%, (c) mixture of passive particles with motile bacteria (E. coli) at ϕb=0.20%, and (d) a mixture of passive particles with motile bacteria (E. coli) at ϕb=0.85%. All vials samples are shown at time t = 40 h. Note the appearance of two sedimentation fronts, a bacteria-rich front and a particle-rich front, shown with the red dashed line and black dashed line, respectively.

FIG. 1.

Experimental setup and sample images are shown from left to right: (a) A schematic of the setup and bacteria/particle suspensions. Passive particles are 2 μm polystyrene spheres, subject to gravity; volume fraction ϕp=0.04% is kept constant for all experiments. Swimming activity is provided by E. coli, a 2-μm rod-shaped bacterium. Sample snapshots of sedimentation experiments with (b) a mixture of passive particles (ϕp=0.04%) with non-motile bacteria (E. coli) at ϕd,b=0.20%, (c) mixture of passive particles with motile bacteria (E. coli) at ϕb=0.20%, and (d) a mixture of passive particles with motile bacteria (E. coli) at ϕb=0.85%. All vials samples are shown at time t = 40 h. Note the appearance of two sedimentation fronts, a bacteria-rich front and a particle-rich front, shown with the red dashed line and black dashed line, respectively.

Close modal

The initial motile bacteria volume fraction ϕb in the vials ranges from 0.15% to 1.0%, while the spherical colloids volume fraction is kept constant at ϕp=0.04%. Both ϕb and ϕp concentrations are considered dilute, and no large-scale collective behavior is observed for these bacteria–particle suspensions. The range of ϕb used here is below which collective motion is generally observed (1010 cells/ml).47 Under these dilute conditions, E. coli swims at speeds ranging from 10 to 20 μm/s by the actuation of a helical flagellar bundle. This mode of swimming, under steady conditions, can be described in the far field by an extensile dipole flow (i.e., “pusher”).40 Recently, a study showed that bacteria's swimming speed is enhanced in the presence of spherical colloids.48 While this could be a mechanism that affects the sedimentation speed of particles, we note that the volume fraction in our experiments (ϕp=0.04%) is far too dilute to observe such enhancement. These swimmers (E. coli) have a negative charge in de-ionized water. Similarly, the wall of the silica glass container in de-ionized water is negatively charged.49 We used polystyrene particles without any external surface charge, where they are known to have a slight negative charge in de-ionized water.50 Therefore, particles, bacteria, and the glass wall are negatively charged. Hence, we believe that the main interactions are due to hydrodynamics.

Sample snapshots of the sedimentation experiments are shown in Figs. 1(b)–1(d) at t = 40 h. The control passive case (mixture of non-motile bacteria at ϕd,b=0.20% with spherical colloidal particles at ϕp=0.04%) is shown in Fig. 1(b), while motile bacteria at ϕb=0.20% and ϕb=0.85% cases are shown in Figs. 1(c) and 1(d), respectively. The images show that bacterial activity hinders the settling speed of passive particles, as previously reported.28 We find that the passive particle sedimentation front sits higher in the ϕb=0.20% case than in the non-motile bacteria case (ϕd,b=0.20%). This trend continues for the ϕb=0.85% case, which indicates that particle settling speed decreases with increasing ϕb (see supplementary material for more information). We also observe the formation of two sedimentation fronts, one that is rich in passive particles and one that is rich in bacteria, as shown in Figs. 1(b)–1(d). These two fronts settle at different speeds. Note that bacteria have different aspect ratios, and it can lead to different settling speeds. However, experiments show a single bacteria front. A possible reason is that concentration of bacteria with significantly different aspect ratio would be present at a smaller concentration.51 Hence, bacteria with different aspect ratios will not create a visible front and are not observed on experiments. These qualitative results show that (i) bacteria significantly hinder particle sedimentation speed and (ii) the two species phases separate during the sedimentation process. While the appearance of the bacteria front has been previously reported,28 here we will focus on quantifying and understanding the appearance of the two sedimentation fronts and its relationship to particle sedimentation front speed.

We begin by measuring the sedimentation height of the passive spheres front as a function of time at different ϕb. The particle front sedimentation height, hp(t), is located in the vial by identifying the peak in the vertical gradient of the image intensity. By plotting hp(t) as a function of time, we can extract the sedimentation speed of the particle front Vp and define a hindered settling function H(ϕb) as a function of bacteria concentration. The hindered settling function is defined as the ratio of the mean sedimentation speed Vp of the particle front over the sedimentation speed of a single particle such that H(ϕb)=Vp(ϕb)/V0. We note that the Stokes' sedimentation speed V0 is 0.12μm/s for the 2-μm polystyrene particles in water.

Figures 2(a)–2(c) show sedimentation kymographs (h vs t) for the mixture of particles with non-motile bacteria (ϕd,b=0.20%) case and two with active suspensions, ϕb=0.20% and ϕb=0.85%, respectively; these kymographs correspond to the data shown in Figs. 1(b)–1(d). These experimental kymographs are obtained by the juxtaposition of a single pixel line at the center of the vial for each image of the time series. As noted before, all samples have a fixed particle volume fraction (ϕp=0.04%). In each case, a sedimentation front is formed and moves downward from the top of the container at a speed Vp. A first look at the corresponding kymographs reveals that the velocity Vp, here visible as the slope of the colloid front (black dashed line), decreases as the concentration of bacteria increases. We again observe the formation of a bacteria front that separates from spherical particles after a time tc (red dashed line). The timescale tc is defined as the time that the bacteria-rich front diverge from the particle-rich front. Experiments with non-motile bacteria and spherical particles show that the two phases separate at relatively short time-scales (t < 1 h), as shown in Fig. 2(a). Suspensions of motile bacteria (with particles) on the other hand phase separate at much longer time-scales (t > 10 h). That is, activity seems to delay phase separation. Moreover, the phase separation time, tc, seems to decrease with ϕb, that is, tc=tc(ϕb).

FIG. 2.

Kymographs for sedimentation at fixed particle concentration (ϕp=0.04%) and different bacterial concentrations. (a) With non-motile bacteria ϕd,b=0.20%, (b) motile bacteria at ϕb=0.20%, and (c) motile bacteria at ϕb=0.85%. Two fronts are seen when ϕb0.15%, a particle-rich front (black dashed line), and a bacteria-rich front (red dashed line). The timescale associated with the separation of the two fronts tc is ϕb dependent and highlighted with the vertical red dashed line. Note that activity hinders the settling speed of spherical particles.

FIG. 2.

Kymographs for sedimentation at fixed particle concentration (ϕp=0.04%) and different bacterial concentrations. (a) With non-motile bacteria ϕd,b=0.20%, (b) motile bacteria at ϕb=0.20%, and (c) motile bacteria at ϕb=0.85%. Two fronts are seen when ϕb0.15%, a particle-rich front (black dashed line), and a bacteria-rich front (red dashed line). The timescale associated with the separation of the two fronts tc is ϕb dependent and highlighted with the vertical red dashed line. Note that activity hinders the settling speed of spherical particles.

Close modal

The particle front sedimentation speed Vp is found by linear fits to the kymograph plots such that

hp(t)=h0Vpt,
(1)

where h0 is the initial front position; in all cases studied here, this linear relationship works relatively well even at long times (t > 24 h). In the absence of bacteria (ϕb=0%), the front sedimentation speed Vp=0.11μm/s, which is relatively close to the sedimentation speed of a single sphere, V0=0.12μm/s. This result indicates that hydrodynamic interaction among passive particles is relatively weak in our study. This not surprising since particle volume fraction is quite dilute, ϕp=0.04%.

Figure 3 shows the normalized height of the particle sedimentation front, h(t)/h0, for different bacteria volume fractions ϕb, where h0 is the front initial height. We find that the settling height of the particle front is linear through all experiments, so it is described by an average speed, Vp. A constant sedimentation speed is not a trivial result because the decrease in bacteria activity is commensurable with the time of the experiment. At 48 h of experiment, approximately 70% of the population has lost motility and behave as a passive colloid.28 For instance, for an initial ϕb=0.15% and ϕb=1%, we estimate that the motile bacteria volume fraction at 48 h is ϕb(t=48 h)0.045% and ϕb(t=48 h)0.3%, respectively. This has been previously characterized by the bacteria motility loss rate k, which is approximately 6×106s1 (see Ref. 28). We believe that the decrease in activity promotes a faster sedimentation; concurrently, the increase in passive particles (non-motile bacteria) should decrease the overall sedimentation speed. These two processes are not necessarily of the same magnitude.

FIG. 3.

Height of particle sedimentation front, hp(t)/h0, where h0 is the initial height tracked on the sedimentation process as a function of time for a range of initial motile bacterial volume fractions ϕb. Data show the decrease in front speed with an increase in bacteria volume fraction ϕb. The slope of hp(t)/h0 does not vary significantly when ϕb>0.40%. Solid lines are obtained by solving Eq. (5). Solution to this expression is shown in Eq. (7), and it captures relatively well the height of the front of passive particles for a wide range of bacterial concentrations ϕb. Inset shows particle front speed (Vp) as a function of ϕb for short times (t<tc).

FIG. 3.

Height of particle sedimentation front, hp(t)/h0, where h0 is the initial height tracked on the sedimentation process as a function of time for a range of initial motile bacterial volume fractions ϕb. Data show the decrease in front speed with an increase in bacteria volume fraction ϕb. The slope of hp(t)/h0 does not vary significantly when ϕb>0.40%. Solid lines are obtained by solving Eq. (5). Solution to this expression is shown in Eq. (7), and it captures relatively well the height of the front of passive particles for a wide range of bacterial concentrations ϕb. Inset shows particle front speed (Vp) as a function of ϕb for short times (t<tc).

Close modal

The data also show that Vp decreases as ϕb increases (Fig. 3). Surprisingly, this trend weakens and Vp becomes independent of ϕb for ϕb>0.40% at long times (t>tc). This transition, however, is not observed at short times (t<tc). To better illustrate this trend, we plot Vp as a function of ϕb for all cases (Fig. 3, inset); we find that, for t<tc, Vp decreases linearly with ϕb. Overall, we find two different functionalities regarding the effects of bacteria activity on Vp: (i) for t<tc, Vp decreases linearly with ϕb for all cases; (ii) for t>tc, Vp decreases linearly with ϕb for ϕb0.4% followed by an asymptote for ϕb0.45%.

We now compute the suspension hindered settling function H as a function of bacteria concentration, ϕb; note that ϕp is kept constant at 0.04% for all cases. This variable is explored as a touchstone to previous literature and as a tool to develop our phenomenological model for the sedimentation of active suspensions. Similar to the Vp data (and as expected), we find two regimes for H(ϕb). (i) For t<tc, H decreases linearly with ϕb for all cases [Fig. 4(a), black triangles]; (ii) for t>tc, H decreases linearly with ϕb for ϕb0.4% followed by an asymptote (H0.45) for ϕb0.45% [Fig. 4(a), red diamonds]. These data show that bacterial activity can reduce the particle sedimentation speed by a factor of 2, which illustrates the dramatic effect of bacterial activity on sedimentation dynamics. The first regime (t<tc) can be described by a linearized version of the Richardson–Zaki equation16 such that H(ϕb)=(1nϕb), with a best fit of n = 95 [Fig. 4(a), black line]. This exponent is significantly larger than the expected fitting parameter for Brownian particles (n5.5)21 and Batchelor's result (n = 6.5),15 but in line with our own previous results (n120).28 While the mechanisms leading to the linear dependence of H on ϕb were previously investigated in our previous work,28 the transition of H from a linear dependence to a ϕb-independent regime at t>tc has yet to be reported and/or understood.

FIG. 4.

(a) Hindered settling function H(ϕb) as a function of bacterial volume fraction ϕb. H(ϕb) was obtained at short times (black triangles) and at long times (red diamonds). At short times (t<tc), we observed that sedimentation is hindered linearly in the experiments. However, at long times (t>tc), H decreases linearly with ϕb for ϕb0.4 followed by an asymptote (H0.45) for ϕb>0.45. (b) Phase separation times-scale tc (blue circles) as a function of bacteria volume fraction ϕb. Solid line is the time-scale prediction obtained by Eq. (3) with a time-dependent diffusivity that decays with time. Experimental results show that the timescale tc has the same functionality as H(ϕb).

FIG. 4.

(a) Hindered settling function H(ϕb) as a function of bacterial volume fraction ϕb. H(ϕb) was obtained at short times (black triangles) and at long times (red diamonds). At short times (t<tc), we observed that sedimentation is hindered linearly in the experiments. However, at long times (t>tc), H decreases linearly with ϕb for ϕb0.4 followed by an asymptote (H0.45) for ϕb>0.45. (b) Phase separation times-scale tc (blue circles) as a function of bacteria volume fraction ϕb. Solid line is the time-scale prediction obtained by Eq. (3) with a time-dependent diffusivity that decays with time. Experimental results show that the timescale tc has the same functionality as H(ϕb).

Close modal

The observed ϕb-independent regime in H may be due to the increase in the amount (or volume fraction) of non-motile bacteria within the suspension during the sedimentation process. If we assume a constant motility loss rate k,28 it follows that an increase in ϕb would result in the production of more non-motile bacteria for the same experimental time Δt. This increase in non-motile concentration within the system may overwhelm the effect of activity (ϕb), although it is not enough to significantly affect particle sedimentation speed. That is, the dependence of H on passive (non-motile) particle volume fraction is much weaker than on motile bacterial volume fraction.

The images and kymographs shown in Figs. 1 and 2, respectively, show that after a certain period of sedimentation time, the active suspension separates into particle-rich and bacteria-rich fronts. Figure 4(b) (blue circles) shows the experimentally measured phase separation time tc as a function of ϕb for all cases. Similar to H(ϕb), the quantity tc shows a decreasing trend with ϕb, suggesting a deeper underlying relation at play. We now provide a simple argument to understand the origins of tc by noting that the behavior of the bacteria front is diffusive and can be captured by an equation of the form

hb(t)=h0Vbt2Dbt.
(2)

Here, Db is a dispersivity related to bacterial activity and Vb is the sedimentation speed of the bacteria front. A dispersion length scale can thus be defined as LD(t)=2Dbt. At earlier times, the bacteria front [or Eq. (2)] settles faster than the particle front [or Eq. (1)], but slower at later times (see supplementary material, Fig. 3). The phase separation time, tc, is the time at which the particle front crosses over the bacteria front, or hb(tc)=hp(tc). By equating Eqs. (1) and (2), we obtain the following equation for the phase separation time:

tc=4Db(VpVb)2.
(3)

All variables in the above equation can be measured or estimated. For example, Vp is experimentally measured as a function of ϕb (Fig. 3) and Vb=0.02 ± 0.002μm/s is approximately independent of ϕb in the dilute regime investigated here (see supplementary material for more information). Note that Vb is found by measuring the slope of the bacteria-rich front when t>tc as shown in the red dashed lines on Fig. 2. The dispersivity Db can be obtained by fitting Eq. (2) to the bacteria front shown in the kymograph. The data show that Db decays exponentially with time as such that Db(t)=D0exp(βt), where D0 is the initial dispersivity and β is a dispersivity decay rate; the values of D0 and β can be found in the supplementary material. The decay in dispersivity over time may be due to nutrient and oxygen depletion, or even aerotactic response near the air–liquid interface52,53 (see supplementary material for more information). For simplicity, we will proceed with an average dispersivity Db¯ defined as

Db¯=1t00t0Db(t)dt.
(4)

We plot the calculated phase separation time using Db¯ in Fig. 4(b) [black diamonds]. Results show that this simple argument is able to capture the nonlinear experimental data relatively well, including the decreasing trend of tc with ϕb. Here, t0 is a long enough time to provide a statistically meaningful average, longer than the experimentally measured phase separation time.

1. Scaling for hindering settling function

The data show above makes it clear that there is a relationship between the timescale associated with phase separations tc and the hindering settling function H(ϕb). The other timescale present in the experiments is the bacteria motility loss rate, k. We can use these two time-scales, tc and k, to non-dimensionalize both hp(t) and t. The quantity tc is used to obtain a “separation” length-scale, l0=tcV0, to normalize hp(t) such that hp(t)/l0. This quantity tells us how far or close the front is from separating. Next, we non-dimensionalize time t with the motility loss rate, k. The quantity tk provides a measure of activity left in the sample. Figure 5(a) shows the normalized particle sedimentation height, hp(t)/l0, as a function of scaled time, tk, for a range of ϕb. The data show that hp(t)/l0 decreases linearly with tk, suggesting that activity prevents phase separation likely by mixing the two phases during the sedimentation process. Also, we find an average slope of 1.97 ± 0.050 through all experiments, indicating that these sample share similar dynamics.

FIG. 5.

(a) Normalized height hp(t)/l0 as a function of normalized time tk. Length-scale l0 is defined as l0=V0tc. Normalized plot shows a constant slope on all experiments, the slope as a value of 1.97 ± 0.050. (b) Normalized height as a function of the normalized time. The height was initially normalized by the length-scale l0, and the time by the motility loss rate k. This normalization gave a constant slope of 1.97 ± 0.050 as shown in (a). Now, the normalized height is shifted by a constant C divided by the hindered settling function H(ϕb). The shift on the normalized height of the experimental data gives a collapse into a single line at different ϕb. The constant has a value of C=1.955 ± 0.045.

FIG. 5.

(a) Normalized height hp(t)/l0 as a function of normalized time tk. Length-scale l0 is defined as l0=V0tc. Normalized plot shows a constant slope on all experiments, the slope as a value of 1.97 ± 0.050. (b) Normalized height as a function of the normalized time. The height was initially normalized by the length-scale l0, and the time by the motility loss rate k. This normalization gave a constant slope of 1.97 ± 0.050 as shown in (a). Now, the normalized height is shifted by a constant C divided by the hindered settling function H(ϕb). The shift on the normalized height of the experimental data gives a collapse into a single line at different ϕb. The constant has a value of C=1.955 ± 0.045.

Close modal

Next, we account for the intercept in Fig. 5(a) by noticing that it changes similarly to the inverse of the hindered settling function, H(ϕb) (see supplementary material for more information). Therefore, we subtract the re-scaled height [hp(t)/l0] by a constant divided by the hindered settling function such that C/H(ϕb). The constant C is obtained by equating the intercept of hp(t)/l0 with C/H(ϕb), giving a value of 1.955 ± 0.045. Remarkably, all experiments collapse onto a single master curve [Fig. 5(b)]. Putting together these results, the sedimentation front of passive particles can be described by the following differential equation:

hp(t)tcV0CV0dh/dt=2kt,
(5)

which can be rearranged to be

dhp(t)dt(hp(t)tcV0+2kt)=CV0.
(6)

We take the linear solution to this equation to obtain

hp(t)=2ktcV0t+CV02k.
(7)

Equation (5) shows that the sedimentation front of the passive particles is described by three main terms. The first term is (sedimentation) height normalized by a diffusion-based length-scale associated with the bacteria–particle settling process. The second term quantifies passive settling under gravity via the hindered settling function. The third term is time normalized by the motility decay rate and quantifies the level of activity left in the sample. We note that a solution to Eq. (5) is a line and is shown in Eq. (7). If we solve the equation and revisit front height over time (Fig. 3), we observe that the solution captures all cases of active suspensions.

Our experimental observations show that sedimentation and separation of passive particles and bacteria suspensions are described by using sedimentation and diffusive length scales. The quantity tc of active suspensions occurs over very long time-scales compared to mixtures of passive particles that have two different masses and is reminiscent of the effects of centrifuging. This timescale plateaus above a critical bacteria concentration (ϕb=0.40%). We find that when tc plateaus when ϕb>0.40%, and H(ϕb) has the same functionality. A possible mechanism that explains our experimental observations is due to an increased presence of non-motile bacteria, which overwhelm the effects of the increased activity. The injection of energy by the bacteria swimming motion plays an important role in the sedimentation process; its decay is quantified by a motility loss rate k, which is used to describe the settling of spherical particles.

Preparation of new experiments that track spherical particles while they sediment would help to understand these observations. This could be achieved by using a confocal microscope with a smaller vial. The downside of this proposed approach is that controlling the temperature at long times is a challenge. With this approach, we would be able to obtain 3D imaging as a function of time, which would allow to track the spherical particles and explore particle fluctuations.

The sedimentation of passive particles in the presence of swimming bacteria is experimentally investigated. We find that bacterial activity (even in the dilute regime) hinders the sedimentation of passive particles and phase separates at large time-scales, whereas the bacteria front with non-motile bacteria shows at smaller time-scales (t < 1 h). Particle hindered settling function, H(ϕb), and tc, show two distinct regimes: (i) a monotonic decay by increasing ϕb and (ii) a regime in which both H(ϕb) and tc are no longer dependent of ϕb. A simple model based on particle and bacteria length scales is proposed which describes tc for a range of ϕb. Using non-dimensional analysis, we collapse all sedimentation front data onto a single master line that captures both bacteria concentration regimes. A phenomenological model is proposed to describe the height of the particle sedimentation front. The solution of this model captures relatively well the height of the sedimentation front of the passive particles for all ϕb within the dilute regime. In summary, an addition of a diffusive length-scale can captures the short time behavior of the bacteria front, and a sedimentation speed length scales captures the long time behavior of the bacteria front and the particle front. Further study on this field with different colloid concentrations and swimmer actuation modes (pusher vs puller) would presumably shed light on how the hydrodynamic interactions between the passive particles and active bacteria underlay the dynamics of our system and be generalized to others.

See the supplementary material showing results of the hindered settling function of particles in the presence of non-motile bacteria, settling speed of bacteria front, kymograph showing bacteria front, dispersivities fitting parameters, timescale associated with oxygen, and intercepts of normalized height.

We thank D. Jerolmack, C. Kammer, and A. Patteson for fruitful discussions. B.O.T.M., R.R., and P.E.A. acknowledge support by the National Science Foundation (NSF) Grant No. DMR-1709763, and S.P. and P.E.A. acknowledge support from Army Research Office (ARO) Grant No. W911NF2010113.

The authors have no conflicts to disclose.

Bryan O. Torres Maldonado: Data curation (equal); Formal analysis (lead); Investigation (equal); Methodology (equal); Validation (lead); Visualization (lead); Writing – original draft (equal); Writing – review & editing (equal). Ranjiangshang Ran: Formal analysis (supporting); Investigation (supporting); Validation (supporting); Writing – original draft (supporting); Writing – review & editing (supporting). Kevin Lawrence Galloway: Data curation (supporting); Formal analysis (supporting); Investigation (supporting); Methodology (supporting); Writing – original draft (supporting). Quentin Brosseau: Data curation (supporting); Formal analysis (supporting); Visualization (supporting); Writing – original draft (supporting). Shravan Pradeep: Data curation (supporting); Formal analysis (supporting); Visualization (supporting); Writing – original draft (supporting); Writing – review & editing (supporting). Paulo E. Arratia: Conceptualization (lead); Data curation (equal); Formal analysis (supporting); Funding acquisition (lead); Investigation (equal); Methodology (equal); Project administration (lead); Supervision (lead); Writing – original draft (equal); Writing – review & editing (equal).

The data that support the findings of this study are available from the corresponding author upon reasonable request.

1.
M.
Schallenberg
and
J.
Kalff
, “
The ecology of sediment bacteria in lakes and comparisons with other aquatic ecosystems
,”
Ecology
74
,
919
934
(
1993
).
2.
L.
Zhang
,
D.
Tu
,
X.
Li
,
W.
Lu
, and
J.
Li
, “
Impact of long-term industrial contamination on the bacterial communities in urban river sediments
,”
BMC Microbiol.
20
,
254
(
2020
).
3.
A. A.
Roberto
,
J. B.
Van Gray
, and
L. G.
Leff
, “
Sediment bacteria in an urban stream: Spatiotemporal patterns in community composition
,”
Water Res.
134
,
353
369
(
2018
).
4.
K. H.
Nealson
, “
Sediment bacteria: Who's there, what are they doing, and what's new?
,”
Annu. Rev. Earth Planet. Sci.
25
,
403
434
(
1997
).
5.
G. J.
Herndl
and
T.
Reinthaler
, “
Microbial control of the dark end of the biological pump
,”
Nat. Geosci.
6
,
718
724
(
2013
).
6.
R. F.
Vaccaro
,
M. P.
Briggs
,
L.
Carey
, and
B. H.
Ketchum
, “
Viability of Escherichia coli in Sea Water
,”
Am. J. Public Health
40
,
1257
1266
(
1950
).
7.
P.
Tréguer
and
P.
Pondaven
, “
Global change: Silica control of carbon dioxide
,”
Nature
406
,
358
(
2000
).
8.
J.
Sarmiento
and
J.
Toggweiler
, “
A new model for the role of the oceans in determining atmospheric
pCO2,”
Nature
308
,
621
624
(
1984
).
9.
T.
Kiørboe
,
A Mechanistic Approach to Plankton Ecology
(
Princeton University Press
,
2008
).
10.
S.
Giorgi
,
B. A. H.
Reitsma
,
H. J. F.
van Fulpen
,
R. W. P.
Berg
, and
M.
Bechger
, “
Primary sedimentation as a sustainability measure for newly built municipal wastewater treatment plants: Too expensive?
,”
Water Sci. Technol.
78
,
1597
1602
(
2018
).
11.
J. T.
Boock
,
A. J. E.
Freedman
,
G. A.
Tompsett
,
S. K.
Muse
,
A. J.
Allen
,
L. A.
Jackson
,
B.
Castro-Dominguez
,
M. T.
Timko
,
K. L. J.
Prather
, and
J. R.
Thompson
, “
Engineered microbial biofuel production and recovery under supercritical carbon dioxide
,”
Nat. Commun.
10
,
587
(
2019
).
12.
J. A.
Vázquez
,
A. I.
Durán
,
A.
Menduíña
, and
M.
Nogueira
, “
Biotechnological valorization of food marine wastes: Microbial productions on peptones obtained from aquaculture by-products
,”
Biomolecules
10
,
1184
(
2020
).
13.
J.
Hugenholtz
and
E. J.
Smid
, “
Nutraceutical production with food-grade microorganisms
,”
Curr. Opin. Biotechnol.
13
,
497
507
(
2002
).
14.
L.
Boutilier
,
R.
Jamieson
,
R.
Gordon
,
C.
Lake
, and
W.
Hart
, “
Adsorption, sedimentation, and inactivation of E. coli within wastewater treatment wetlands
,”
Water Res.
43
,
4370
4380
(
2009
).
15.
G.
Batchelor
, “
Sedimentation in a dilute dispersion of spheres
,”
J. Fluid Mech.
52
,
245
268
(
1972
).
16.
J. F.
Richardson
and
W. N.
Zaki
, “
Sedimentation and fluidisation: Part I
,”
Trans. Inst. Chem. Engrs.
32
,
35
53
(
1954
).
17.
W. B.
Russel
,
W.
Russel
,
D. A.
Saville
, and
W. R.
Schowalter
,
Colloidal Dispersions
(
Cambridge University Press
,
1991
).
18.
E.
Guazzelli
and
J. F.
Morris
,
A Physical Introduction to Suspension Dynamics
(
Cambridge University Press
,
2011
), Vol.
45
.
19.
E.
Guazzelli
and
J.
Hinch
, “
Fluctuations and instability in sedimentation
,”
Annu. Rev. Fluid Mech.
43
,
97
116
(
2011
).
20.
R.
Piazza
, “
Settled and unsettled issues in particle settling
,”
Rep. Prog. Phys.
77
,
056602
(
2014
).
21.
T. A.
Brzinski
and
D. J.
Durian
, “
Observation of two branches in the hindered settling function at low Reynolds number
,”
Phys. Rev. Fluids
3
,
124303
(
2018
).
22.
J. F.
Brady
, “
The sedimentation rate of disordered suspensions
,”
Phys. Fluids
31
,
717
727
(
1988
).
23.
R. H.
Davis
and
A.
Acrivos
, “
Sedimentation of noncolloidal particles at low Reynolds numbers
,”
Annu. Rev. Fluid Mech.
17
,
91
118
(
1985
).
24.
R.
Bürger
and
W. L.
Wendland
, “
Sedimentation and suspension flows: Historical perspective and some recent developments
,”
J. Eng. Math.
41
,
101
116
(
2001
).
25.
R.
Piazza
,
S.
Buzzaccaro
, and
E.
Secchi
, “
The unbearable heaviness of colloids: Facts, surprises, and puzzles in sedimentation
,”
J. Phys.: Condens. Matter
24
,
284109
(
2012
).
26.
J.
Palacci
,
C.
Cottin-Bizonne
,
C.
Ybert
, and
L.
Bocquet
, “
Sedimentation and effective temperature of active colloidal suspensions
,”
Phys. Rev. Lett.
105
,
088304
(
2010
).
27.
S.
Hermann
and
M.
Schmidt
, “
Active ideal sedimentation: Exact two-dimensional steady states
,”
Soft Matter
14
,
1614
1621
(
2018
).
28.
J.
Singh
,
A.
Patteson
,
B.
Torres Maldonado
,
P. K.
Purohit
, and
P. E.
Arratia
, “
Bacteria hinders particle sedimentation
,”
Soft Matter
17
,
4151
4160
(
2021
).
29.
F.
Ginot
,
I.
Theurkauff
,
D.
Levis
,
C.
Ybert
,
L.
Bocquet
,
L.
Berthier
, and
C.
Cottin-Bizonne
, “
Nonequilibrium equation of state in suspensions of active colloids
,”
Phys. Rev. X
5
,
011004
(
2015
).
30.
J.
Vachier
and
M. G.
Mazza
, “
Dynamics of sedimenting active Brownian particles
,”
Eur. Phys. J. E
42
,
11
(
2019
).
31.
F.
Ginot
,
A.
Solon
,
Y.
Kafri
,
C.
Ybert
,
J.
Tailleur
, and
C.
Cottin-Bizonne
, “
Sedimentation of self-propelled Janus colloids: Polarization and pressure
,”
New J. Phys.
20
,
115001
(
2018
).
32.
H. M.
López
,
J.
Gachelin
,
C.
Douarche
,
H.
Auradou
, and
E.
Clément
, “
Turning bacteria suspensions into superfluids
,”
Phys. Rev. Lett.
115
,
028301
(
2015
).
33.
J.
Gachelin
,
G.
Miño
,
H.
Berthet
,
A.
Lindner
,
A.
Rousselet
, and
E.
Clément
, “
Non-Newtonian viscosity of Escherichia Coli suspensions
,”
Phys. Rev. Lett.
110
,
268103
(
2013
).
34.
X.-L.
Wu
and
A.
Libchaber
, “
Particle diffusion in a quasi-two-dimensional bacterial bath
,”
Phys. Rev. Lett.
84
,
3017
3020
(
2000
).
35.
D. T. N.
Chen
,
A. W. C.
Lau
,
L. A.
Hough
,
M. F.
Islam
,
M.
Goulian
,
T. C.
Lubensky
, and
A. G.
Yodh
, “
Fluctuations and rheology in active bacterial suspensions
,”
Phys. Rev. Lett.
99
,
148302
(
2007
).
36.
G.
Miño
,
T. E.
Mallouk
,
T.
Darnige
,
M.
Hoyos
,
J.
Dauchet
,
J.
Dunstan
,
R.
Soto
,
Y.
Wang
,
A.
Rousselet
, and
E.
Clement
, “
Enhanced diffusion due to active swimmers at a solid surface
,”
Phys. Rev. Lett.
106
,
048102
(
2011
).
37.
A.
Jepson
,
V. A.
Martinez
,
J.
Schwarz-Linek
,
A.
Morozov
, and
W. C. K.
Poon
, “
Enhanced diffusion of nonswimmers in a three-dimensional bath of motile bacteria
,”
Phys. Rev. E
88
,
041002
(
2013
).
38.
A. E.
Patteson
,
A.
Gopinath
,
P. K.
Purohit
, and
P. E.
Arratia
, “
Particle diffusion in active fluids is non-monotonic in size
,”
Soft Matter
12
,
2365
2372
(
2016
).
39.
M. C.
Marchetti
,
J. F.
Joanny
,
S.
Ramaswamy
,
T. B.
Liverpool
,
J.
Prost
,
M.
Rao
, and
R. A.
Simha
, “
Hydrodynamics of soft active matter
,”
Rev. Mod. Phys.
85
,
1143
1189
(
2013
).
40.
H. C.
Berg
,
E. coli in Motion
(
Springer Science & Business Media
,
2008
).
41.
S.
Ramaswamy
, “
The mechanics and statistics of active matter
,”
Annu. Rev. Condens. Matter Phys.
1
,
323
345
(
2010
).
42.
R. W.
Nash
,
R.
Adhikari
,
J.
Tailleur
, and
M. E.
Cates
, “
Run-and-tumble particles with hydrodynamics: Sedimentation, trapping, and upstream swimming
,”
Phys. Rev. Lett.
104
,
258101
(
2010
).
43.
J.
Tailleur
and
M.
Cates
, “
Statistical mechanics of interacting run-and-tumble bacteria
,”
Phys. Rev. Lett.
100
,
218103
(
2008
).
44.
Z.
Wang
,
H. Y.
Chen
,
Y. J.
Sheng
, and
H. K.
Tsao
, “
Diffusion, sedimentation equilibrium, and harmonic trapping of run-and-tumble nanoswimmers
,”
Soft Matter
10
,
3209
3217
(
2014
).
45.
J.
Schwarz-Linek
,
C.
Valeriani
,
A.
Cacciuto
,
M. E.
Cates
,
D.
Marenduzzo
,
A. N.
Morozov
, and
W. C. K.
Poon
, “
Phase separation and rotor self-assembly in active particle suspensions
,”
Proc. Natl. Acad. Sci. U. S. A.
109
,
4052
4057
(
2012
).
46.
R.
Jeanneret
,
D. O.
Pushkin
,
V.
Kantsler
, and
M.
Polin
, “
Entrainment dominates the interaction of microalgae with micron-sized objects
,”
Nat. Commun.
7
,
12518
(
2016
).
47.
T. V.
Kasyap
,
D. L.
Koch
, and
M.
Wu
, “
Hydrodynamic tracer diffusion in suspensions of swimming bacteria
,”
Phys. Fluids
26
,
081901
(
2014
).
48.
S.
Kamdar
,
S.
Shin
,
P.
Leishangthem
,
L. F.
Francis
,
X.
Xu
, and
X.
Cheng
, “
The colloidal nature of complex fluids enhances bacterial motility
,”
Nature
603
,
819
823
(
2022
).
49.
R. K.
Iler
,
The Chemistry of Silica: Solubility, Polymerization, Colloid and Surface Properties, and Biochemistry
(
Wiley
,
New York
,
1979
).
50.
Q.
Chen
and
Y. J.
Yuan
, “
A review of polystyrene bead manipulation by dielectrophoresis
,”
RSC Adv.
9
,
4963
4981
(
2019
).
51.
J.
Cullum
and
M.
Vicente
, “
Cell growth and length distribution in Escherichia coli
,”
J. Bacteriology
134
,
330
337
(
1978
).
52.
C.
Douarche
,
A.
Buguin
,
H.
Salman
, and
A.
Libchaber
, “
E. coli and oxygen: A motility transition
,”
Phys. Rev. Lett.
102
,
198101
(
2009
).
53.
J.
Schwarz-Linek
,
J.
Arlt
,
A.
Jepson
,
A.
Dawson
,
T.
Vissers
,
D.
Miroli
,
T.
Pilizota
,
V. A.
Martinez
, and
W. C.
Poon
, “
Escherichia coli as a model active colloid: A practical introduction
,”
Colloids Surf., B
137
,
2
16
(
2016
).

Supplementary Material