Florian Pohl1,2, Joris T Eggenhuisen1, Ian A Kane3, Michael A Clare4. 1. Faculty of Geosciences, Utrecht University, PO Box 80021, 3508TA Utrecht, The Netherlands. 2. Department of Earth Sciences, Durham University, Durham 1DH 3LE, United Kingdom. 3. School of Earth and Environmental Sciences, University of Manchester, Manchester M13 9PL, United Kingdom. 4. National Oceanography Centre, European Way, Southampton SO14 3ZH, United Kingdom.
Abstract
The threat posed by plastic pollution to marine ecosystems and human health is under increasing scrutiny. Much of the macro- and microplastic in the ocean ends up on the seafloor, with some of the highest concentrations reported in submarine canyons that intersect the continental shelf and directly connect to terrestrial plastic sources. Gravity-driven avalanches, known as turbidity currents, are the primary process for delivering terrestrial sediment and organic carbon to the deep sea through submarine canyons. However, the ability of turbidity currents to transport and bury plastics is essentially unstudied. Using flume experiments, we investigate how turbidity currents transport microplastics, and their role in differential burial of microplastic fragments and fibers. We show that microplastic fragments become relatively concentrated within the base of turbidity currents, whereas fibers are more homogeneously distributed throughout the flow. Surprisingly, the resultant deposits show an opposing trend, as they are enriched with fibers, rather than fragments. We explain this apparent contradiction by a depositional mechanism whereby fibers are preferentially removed from suspension and buried in the deposits as they are trapped between settling sand-grains. Our results suggest that turbidity currents potentially distribute and bury large quantities of microplastics in seafloor sediments.
The threat posed by plastic pollution to marine ecosystems and human health is under increasing scrutiny. Much of the macro- and microplastic in the ocean ends up on the seafloor, with some of the highest concentrations reported in submarine canyons that intersect the continental shelf and directly connect to terrestrial plastic sources. Gravity-driven avalanches, known as turbidity currents, are the primary process for delivering terrestrial sediment and organic carbon to the deep sea through submarine canyons. However, the ability of turbidity currents to transport and bury plastics is essentially unstudied. Using flume experiments, we investigate how turbidity currents transport microplastics, and their role in differential burial of microplastic fragments and fibers. We show that microplastic fragments become relatively concentrated within the base of turbidity currents, whereas fibers are more homogeneously distributed throughout the flow. Surprisingly, the resultant deposits show an opposing trend, as they are enriched with fibers, rather than fragments. We explain this apparent contradiction by a depositional mechanism whereby fibers are preferentially removed from suspension and buried in the deposits as they are trapped between settling sand-grains. Our results suggest that turbidity currents potentially distribute and bury large quantities of microplastics in seafloor sediments.
The global input of plastic waste into
the oceans is estimated
to be ∼10 million tons per year[1,2] and is predicted
to rise by 1 order of magnitude by 2025.[3] Plastics in the marine environment can cause harm to the structure
and function of ecosystems.[4] The component
of the ocean plastic budget that comprises microplastics (estimated
as 16%,[5] either manufactured or derived
from the breakdown of macroplastics[6]) is
of particular growing concern, as microplastics are readily ingested
by organisms, can be transferred across the food chain, and may transmit
adsorbed or integral toxins such as plasticizers, persistent organic
pollutants, and endocrine disrupters on to humans.[7,8]To date, most studies have focused on sea surface accumulations
of plastics, largely concentrated by currents within the five “great
garbage patches” on the sea surface.[4,9] These
sea surface accumulations only account for <1% of the known marine
plastics budget,[5] however, and the remainder
is most likely in the deep sea.[10,11] Recent seafloor sampling
has identified plastics, including microplastics, in marine environments
ranging from shallow to the deepest locations on the planet.[10,12,13] The seafloor is therefore an
important sink for ocean plastics, including microplastics.[5,10]It is important to understand how microplastics are transported
to different marine seafloor environments, as many settings where
microplastics have been found at seafloor (e.g., submarine canyons,[12,14] trenches,[15,16] seamounts[14]) host important but vulnerable deep-sea benthic communities
that underpin ocean ecosystems.[17−23] The exposure level of these ecosystems is determined by the incoming
microplastics flux, their residence time, and burial efficiency.[24]Seafloor sampling reveals that submarine
canyons are sites of preferential
plastic accumulation; featuring approximately twice the documented
concentrations of open slope, continental shelf, and abyssal plain
settings.[13,25] Submarine canyons are conduits for gravity-driven
avalanches of sediment called turbidity currents, which are known
to be highly efficient agents for transferring sediment and organic
carbon from shallow to deep water.[26,27] These often-powerful
seafloor flows occur when sediment particles are suspended above the
seafloor by waves, storms, incoming river plumes, or undersea landslides,
and the turbid and relatively dense seawater cascades down the continental
slope due to the pull of gravity.[28−30] Turbidity currents can
last for several days, travel over 1000s of km, and transport prodigious
volumes of sand as well as cohesive particles of clay and silt with
associated compounds (e.g., organic carbon,[26,29] nutrients and contaminants[31,32]). Many of these fine-grained
particles share hydraulic equivalence with some microplastics.[13,29,33−36] Deposits resulting from turbidity
currents form some of the world’s largest sediment accumulations;
hence, it has been proposed that turbidity currents may play a role
in the dispersal or concentration of microplastics in the deep sea.[13,24,37]Using laboratory modeling,
we investigate whether turbidity currents
act as agents of dispersal or accumulation of microplastics. We pose
three specific questions: (1) How are microplastic fragments and fibers
transported and distributed within a turbidity current? (2) How effectively
do turbidity currents sequester different types of microplastic into
seafloor deposits? (3) Where should we expect to find microplastics
hotspots within deep-sea submarine depositional-systems and what are
the implications for the long-term burial and storage of microplastics?
Materials
and Methods
Experimental Setup and Procedure
To investigate the
transport and burial of microplastics by turbidity currents, microplastic
fragments and fibers were added to scaled turbidity currents in flume
experiments. The turbidity currents are scaled down from natural to
experimental size by applying the theory of hydrodynamic similarity
of sediment mobility[38−40] to turbidity current experiments.[41,42,89] This scaling approach was termed Shields scaling by de Leeuw et al. (2016).[41] For Shields scaling, the sediment transport regime of the
experimental currents (characterized by the particle Reynolds number
and the Shields parameter) is kept similar to that reported for natural
turbidity currents.[41,42] In the experiments, this can
be achieved by adjusting the slope, the sediment concentration, and
the flow rate of the experimental turbidity current. To study the
behavior of microplastic particles in a turbidity current, the density
ratios between the suspended sediment, microplastics, and water, as
well as their particle size, should be equal or close to that occurring
in nature. The sediment used in the experiments was quartz sand with
a density of 2.65 g/cm3. The microplastics added to the
turbidity currents have densities of 1.5 g/cm3 for the
melamine fragments and 1.38 g/cm3 for the polyester fibers.
The quartz sand has a grain-size range similar to that encountered
in natural turbidite systems (d10 = 35
μm, d50 = 133 μm, d90 = 214 μm).[42,89] The melamine fragments have a median size of 200–300 μm,
and the polyester fibers have a length of 6 mm and a diameter of 12.5
μm (Figure A,B).
Our experiments do not include cohesive clay, which would complicate
scaling considerably;[43] hence, our approach
does not take into account cohesive particle interactions,[44] flocculation processes,[45,46] or particle support by elasticity.[47] It
is also noted that our experiments do not include interfacial forces
that act between the microplastics and the sand grains. However, by
using only quartz sand and no cohesive clay, our experiments appropriately
represent turbidity currents in sand-dominated canyon systems, such
as the well-studied Monterey Canyon offshore California,[30,48,49] that typify many of the world’s
continental slopes[50,51] and have been observed to be
active conduits for shallow-deep-sea sediment transport.[48,49,52,53]
Figure 1
Microplastic
melamine-fragments (a) and polyester fibers (b) used
in the experiments. Melamine fragments and polyester fibers on a filter
paper (c) after the high-density-fluid settling separation.
Microplastic
melamine-fragments (a) and polyester fibers (b) used
in the experiments. Melamine fragments and polyester fibers on a filter
paper (c) after the high-density-fluid settling separation.Our aim was to analyze the microplastic content
in sediment samples
collected from turbidity currents and the resultant deposits. To achieve
this, two experiments were conducted in a 4 m × 0.5 m ×
0.2 m (length × height × width) flume tank filled with fresh
water (Figure ). In
the first experiment, sediment samples were collected by siphoning
from within the turbidity current. This experiment was conducted with
an 8° inclined flume-tank floor, resulting in a completely “bypassing”
turbidity current (sensu Stevenson et al. (2015)[54]) that left no sediment in the flume tank. Bypassing
conditions are necessary to ensure optimal siphon sampling conditions,
as a depositional turbidity current would bury the siphon tubes during
sampling. Therefore, a second experiment was conducted on a lower
angle flume-tank floor of 4°, resulting in a turbidity current
that deposited part of its sediment load on the flume-tank floor.
It should be noted that while these slope angles are steeper than
that encountered in most natural canyon systems, steeper slopes are
necessary in Shields scaled experiments to achieve similarity of sediment
transport and deposition between the scaled-down flows and nature.[41,42]
Figure 2
Sketch
of the experiment setup. The slope of the flume-tank floor
can be adjusted to 4° and 8°. The turbidity current was
monitored by an Ultrasonic Velocity Probe (UVP) and sampled with siphon
tubes.
Sketch
of the experiment setup. The slope of the flume-tank floor
can be adjusted to 4° and 8°. The turbidity current was
monitored by an Ultrasonic Velocity Probe (UVP) and sampled with siphon
tubes.To generate the turbidity currents,
a mixture of sediment and fresh
water with a volume of 0.45 m3 was prepared in a mixing
tank. The sediment concentration in the mixture was set to 15%Vol,
or a bulk density of 1.25 g/cm3. To this mixture, 49 g
of melamine fragments and 4 g of polyester fibers were added, which
resulted in approximately 200 fragments and 100 fibers in 10 g of
sediment (Table ).
The mixture was vigorously mixed for 2 min to ensure a homogeneous
distribution of microplastics. The short exposure of the microplastics
with the sand/water mixture of about 2 min before the start of the
experiment, reduces the effect of possible chemical or biological
reactions (e.g., degradation or biofouling). To account for any potential
background environmental plastic contamination and to measure the
exact microplastics concentrations of the mixture, the mixture was
siphon-sampled before and after the microplastics were added. After
its preparation, the mixture was pumped at a controlled discharge
of 12.5 m3/h into the flume tank through an inlet box (Figure ). The turbidity
current flowed through the flume tank driven by gravity acting on
its excess density and left the flume through a free overfall into
an expansion tank (Figure ), where it expanded freely and diminished. The duration of
an experiment was ca. 100 s until the mixing tank was drained.
Table 1
Results of the Siphon Sampling and
the Microplastics Quantification
Counted
microplastics (np)
No. of plastics per standard sample volume
(Cp)
Sample
Flume-tank
floor [deg]
Sampling
location
Height above
the bed [cm]
Sample vol
[ml]
Sediment
conc (C) [%Vol]
Sediment
wt (w) [g]
Melamine
fragments
Polyester
fibers
Melamine
fragments
Polyester
fibers
1
8
Mixture
27.9
15.0
11.1
194
97
6.95
3.40
2
8
Mixture
26.9
15.0
10.7
178
95
6.61
3.83
3
8
Siphon
8
555.7
0.7
10.5
48
94
0.09
0.17
4
8
Siphon
4
91.5
4.2
10.3
119
58
1.30
0.63
5
8
Siphon
2
36.4
11.8
11.4
119
35
3.26
0.96
6
8
Siphon
1
19.3
20.3
10.4
130
29
6.73
1.50
7
4
Mixture
28.2
15.0
11.2
204
103
7.24
3.44
8
4
Deposits
–1
6.5
60.0
10.4
28
43
4.28
6.57
9
4
Deposits
–2
6.5
60.0
10.4
19
29
2.90
4.43
10
4
Deposits
–3
6.5
60.0
10.3
17
35
2.62
5.40
During the experiment
on the 8° slope, sediment samples of
the turbidity current were collected by siphoning, and the flow velocity
was monitored with an Ultrasonic Velocity Probe (UVP; Figure ). The UVP was positioned 2.8
m downstream of the inlet box and 0.11 m above the flume-tank floor,
angled 60° relative to the local bed slope. Siphoning was conducted
3 m downstream of the inlet (i.e., 0.2 m downstream of the UVP) at
four different elevations above the flume-tank floor (1, 2, 4, and
8 cm). The inner diameter of the siphon tubes was 7 mm. Siphoning
commenced 10 s after the turbidity current entered the flume tank
to sample the body of the flow. Siphoning was continued for ∼50
s until 2 L was collected from each siphon. The volume and weight
of each siphon-tube sample was measured, and sediment concentration
was calculated from the bulk density of the sample and the specific
densities of the water and sediment. The siphon-tube sample containers
were immediately covered and stored for >4 h until all sediments
and
microplastics had settled. After settling, the melamine fragments
and polyester fibers, lying on the top of the sediment, were clearly
visible. Clear water was slowly removed with a small hose connected
to a slow-moving rotary-pump. This was done with extra caution to
ensure that no melamine fragments and polyester fibers were accidently
removed with the water. The concentration of melamine fragments and
polyester fibers in the siphon-tube samples was measured by optical
microscopy (see section Microplastic extraction).After the experiment was run on the 4° slope, deposit
thickness
was measured through the glass side wall and the flume tank was slowly
drained to expose the deposits. Visual inspection through the side
glass wall revealed that the thickness of the deposits was constant
over the width of the 10 cm wide channel. A vertical section of the
deposits was sampled 1.8 m downstream of the inlet box. Samples were
collected with a metal spoon. The vertical sampling interval was 1
cm. Approximately 100 g of sediment was collected for each sample.
The samples collected from the deposit were also analyzed for their
microplastic concentrations.
Microplastic Extraction
Sediment
samples were handled
in a clean lab by individuals wearing only natural fiber clothing
(cotton laboratory coats and headwear) and latex gloves following
Woodall et al. (2014).[14] A subsample with
a wet-weight of 10.3–11.2 g was extracted from each of the
sediment samples with a small metal spoon (Table ). Prior to subsampling, the sediment samples
were vigorously mixed to ensure homogenization of the sample. Microplastics
were separated from the quartz sediment using a high-density-fluid
settling approach. ZnCl2 solution with a density of 1.7
g/cm3 was used to ensure sufficient separation of the quartz
grains (2.65 g/cm3) from the microplastics (1.35 and 1.5
g/cm3). Settling was conducted in a Sediment-Microplastic-Isolation
unit (settling tube with ball valve to isolate the floating microplastics)
following the protocol of Coppock et al. (2017),[55] which was specifically developed for microplastic extraction.
Prior to use, the Sediment-Microplastic-Isolation unit was thoroughly
rinsed with deionized water. After the settling of the quartz grains
to the bottom of the unit, the ball valve was closed and the fluid
containing the microplastics was poured and vacuum filtered over a
20 μm filter. In addition, the Sediment-Microplastic-Isolation
unit was rinsed with deionized water to flush any remaining microplastics.
The filter papers were placed on a glass Petri dish, immediately covered,
and dried for further analysis by optical microscopy. Optical microscopy
was performed using a Zeiss Axio Zoom-V1 stereomicroscope at 20–50×
magnification. Melamine fragments and polyester fibers were clearly
visible on the filter paper (Figure C). The filter papers were traversed with the microscope
to systematically count the total number of melamine fragments and
polyester fibers. Analysis of the blank samples from the mixing tank
revealed no contamination from the melamine fragments or polyester
fibers.
Microplastics Quantification
The number of microplastic
fragments or fibers (n) per mass of sediment (w) was converted into number
of plastic particles per standard sample volume (C) with equationwhere C is the sediment concentration
per volume, ρ is the density of the suspended sediment (2.65
g/cm3), and w is the weight of the sediment
sample from which the plastics were extracted. For the sediment samples
that were siphoned from the turbidity current, C was
the volume concentration of sediment in the turbidity current at the
height of each siphon tube. For the deposit samples, the concentration
was determined in table-top settling experiments as 60%Vol. The microplastics
concentration per volume (C) was then normalized by dividing through the input C obtained from the mixing
tank samples.
Results
Description of the Experimental
Turbidity Currents
The maximum velocities of the turbidity
currents in the experiments
were 0.9 m/s on the 4° slope and 1.1 m/s on the 8° slope
(Figure A). On the
4° flume-tank floor, the turbidity current deposited part of
its sediment load as it was flowing through the flume tank. The thickness
of this deposit increased away from the inlet to a maximum thickness
of 3.8 cm (Figure ). The turbidity current on the 8° flume-tank floor bypassed,
leaving no deposit in the flume tank. Siphoning of the turbidity current
in the 8° experiment revealed a vertical stratification of the
suspended sediment, which is typical for turbidity currents (Figure B).[56,57]
Figure 3
Velocity
profiles of the turbidity current (a) measured by the
Ultrasonic Velocity Probe located 2.8 m downstream of the inlet box.
Vertical sediment concentration per volume of the turbidity current
(b). Concentration of melamine fragments and polyester fibers (c)
in the turbidity current and in the deposits. Values are normalized
with the initial concentrations in the mixing tank.
Figure 4
Thickness of the deposits on the flume-tank floor. A vertical section
of the deposits was sampled 2.8 m downstream of the inlet box (i.e.,
0.2 m in front of the siphon tubes).
Velocity
profiles of the turbidity current (a) measured by the
Ultrasonic Velocity Probe located 2.8 m downstream of the inlet box.
Vertical sediment concentration per volume of the turbidity current
(b). Concentration of melamine fragments and polyester fibers (c)
in the turbidity current and in the deposits. Values are normalized
with the initial concentrations in the mixing tank.Thickness of the deposits on the flume-tank floor. A vertical section
of the deposits was sampled 2.8 m downstream of the inlet box (i.e.,
0.2 m in front of the siphon tubes).
Vertical Distribution of Microplastics within a Turbidity Current
Microplastic concentrations within the turbidity current were generally
lower than the concentration of the initial mixture (Table and Figure C). The distribution of microplastics in
the flow was vertically stratified with increasing concentrations
toward the base of the flow. The vertical distribution of the melamine
fragments was more stratified than that of the polyester fibers. In
the lower half of the flow, at 1 and 2 cm above the bed, the concentration
of melamine fragments was higher than the concentration of polyester
fibers (Figure C).
Only the two samples in the upper part of the flow, at 4 and 8 cm
above the bed, show a similar concentration of melamine fragments
and polyester fibers. An exponential fitting function through the
four measurement points suggests that the concentration of melamine
fragments at the base of the flow was twice that of the polyester
fibers (Figure C).
Distribution of Microplastics within the Resultant Deposit
The deposit in the 4° experiment was sampled 2.8 m downstream
of the inlet box at three different depths from the bed top. Relative
to the initial microplastics concentrations in the mixing tank, the
deposits were enriched in polyester fibers but depleted in melamine
fragments (Figure C). The relative concentrations of polyester fibers in the deposits
was almost twice as high as the concentrations of melamine fragments
(Table ).
Discussion
Transport
and Burial of Microplastics by Turbidity Currents
The results
of the flume experiments allow us to address the questions
of how different types of microplastics are transported and deposited
by turbidity currents (i.e., research questions 1 and 2 of this paper).
Our experiments demonstrate that turbidity currents can transport
microplastics. The vertical concentration of melamine fragments in
the turbidity current is higher toward the flow base (Figure C). This vertical stratification
is comparable to that of fine-grained sediment, such as fine-grained
quartz sand, silt, or clay as observed in other experimental,[56,58] or inferred for natural turbidity currents.[59−62] Polyester fibers are less stratified
and appear to be more homogeneously distributed in the turbidity current
(Figure C). The difference
in the vertical distribution between the microplastic fragments and
fibers observed in our experiment thus confirms the vertical distribution
of microplastic fragments and fibers as conceptualized by Kane and
Clare (2019).[13]The vertical distribution
of sediment within a turbidity current is controlled by turbulence
and mixing with the ambient fluid, and by settling of the suspended
sediment.[58,63] The efficiency of these two processes strongly
depends on the density and shape of the suspended sediment and thus,
of the suspended microplastics. Elongated fibers will settle more
slowly than fragments due to their larger surface to volume ratio.[36,64] In addition, the larger surface to volume ratio of fibers makes
it easier for them to be mixed upward by turbulent eddies.[64] Thus, the vertical concentration of microplastic
fragments in a turbidity current is expected to be more stratified
than that of microplastic fibers, which is confirmed by our experiments
(Figure C).Other factors which can determine the vertical sediment distribution
within a turbidity current are grain-to-grain interactions and cohesive
forces between suspended particles. Grain-to-grain interactions and
mechanical sorting can result in a upward migration of larger grains
within the flows.[65] These mechanical sorting
mechanisms may represent an additional factor leading to the more
homogeneous distribution of the microplastic fibers in our experiments.
However, whether these effects translate though to turbidity current
dynamics, remains unknown. The experiments presented in this paper
are not designed to quantify the effect of mechanical sorting. The
second factor that may influence the vertical sediment distribution
is the effect of cohesive forces between suspended particles. In our
experiments, noncohesive sand was the dominant mass in suspension,
and flows were dominated by noncohesive forces. It should be noted,
however, that turbidity currents in natural settings often also contain
cohesive materials such as clay, which are likely to affect the suspension
and deposition behavior of microplastics.The resultant deposits
of microplastic-laden turbidity currents
are enriched in polyester fibers. This is a surprising result, because
the slow settling of fibers and the relatively low concentration at
the base of the turbidity current would suggest a relatively lower
abundance in the deposits. The observed concentration of the polyester
fibers in the deposits, however, is twice as high as the concentration
of the melamine fragments (Table and Figure C). The high abundance of fibers in the deposits cannot be
explained with settling as the predominant deposition mechanism alone
(i.e., competence-driven deposition), as the slow settling of fibers
would result in a lower concentration than that of the faster settling
melamine fragments. An alternative depositional mechanism to competence-driven
deposition is capacity-driven deposition, where sediment gets deposited
because the total sediment concentration at the base of the turbidity
current reaches the capacity limit.[66,67] According
to this mechanism, sediment is deposited from suspension regardless
of its size and density, and thus, the sediment composition of the
deposit would reassemble the composition at the base of the flow.
However, this appears not to be the case in our experiments as the
concentration of polyester fibers and melamine fragments at the base
of the flow in the experiment on the 8° slope is different compared
to the concentrations in the deposits beneath the experiment on the
4° slope (Figure C). Thus, the depositional mechanism for microplastic fibers in a
turbidity current seems to work differently and is not captured sufficiently
by either conventional depositional mechanism.Here, we explain
the enrichment of fibers in the deposits with
a depositional mechanism whereby fibers are removed from suspension
as they are trapped between settling sand grains. Due to the elongated
size of the fibers and the very large ratio of surface area to volume,
it is more likely that they are impacted and dragged downward by settling
sand grains (Figure ). Thus, fibers that are located close to the base of the flow are
more likely to get trapped and buried by depositing sand. Fibers may
also only be buried partly, and held captive, before they become completely
buried at a later stage (Figure ). This mechanism results in an enrichment of microplastic
fibers in the deposits and eventually in a depletion of fibers in
the turbidity current. Thus, turbidity currents and other sediment-laden
flows (e.g., in flashy bedload-dominated rivers) that feature rapid
deposition of coarse grains may represent an efficient segregation
and burying mechanism for microplastic fibers. However, the depositional
mechanism for microplastic fragments is less influenced by the particle
shape. Instead, the deposition of fragments is more strongly controlled
by their low density, making fragments more likely to stay in suspension
and therefore less prone to deposition. This may also explain why
we observe lower concentrations of melamine fragments in the deposits
than at the base of the turbidity current (Figures C and 5).
Figure 5
Deposition
mechanism of microplastic fragments and fibers in a
turbidity current. Fibers are removed from suspension by settling
sand grains and become enriched in the deposits. The deposition of
the microplastic fragments is more controlled by their low density
and high buoyancy resulting in a lower abundance in the deposits.
Not to scale.
Deposition
mechanism of microplastic fragments and fibers in a
turbidity current. Fibers are removed from suspension by settling
sand grains and become enriched in the deposits. The deposition of
the microplastic fragments is more controlled by their low density
and high buoyancy resulting in a lower abundance in the deposits.
Not to scale.
Implications and Hypotheses
for Distribution of Microplastics
in Deep-Sea Environments
These specific results of our experiments
give rise to a range of predictions and hypotheses about the distribution
and fate of microplastics in deep-sea systems (i.e., research question
3 of this paper). These ideas are discussed here with the aim of identifying
possible focus areas for further work in deep-sea microplastics research.
The role of the experimental results is thus to direct our thinking
about the transport of microplastic in real-world submarine channels
(Figure ).
Figure 6
Input pathways
of microplastics into the ocean and further transport
form the shelf into the deep-marine realm by turbidity currents. Turbidity
currents may serve as an efficient segregation and burial mechanism
for microplastics resulting in sediments with high microplastic concentrations.
Not to scale.
Input pathways
of microplastics into the ocean and further transport
form the shelf into the deep-marine realm by turbidity currents. Turbidity
currents may serve as an efficient segregation and burial mechanism
for microplastics resulting in sediments with high microplastic concentrations.
Not to scale.Terrestrially-sourced plastic
litter is transported onto the continental
shelf via rivers, deltas, and beaches together with natural sediment
(Figure ).[68−70] Shelf currents and storm events move plastic litter along the shelf
and flush them into the upper part of submarine canyons if present,
where plastic accumulates, before being transported further (Figure ).[24,69,71,72] Occasionally,
sediment stored in the canyon head is remobilized, resulting in the
formation of sediment gravity flows, such as debris flows or turbidity
currents (Figure ).[73] These flows can flush huge volumes of sediment
down the canyon into deeper waters,[29,74,75] including high concentrations of plastic litter as
discovered in canyons in the Messina Strait, South Italy.[69] Turbidity currents flow down the canyon driven
by their excess density, transport their entire sediment load, and
can erode into the underlying substrate.[54,76,77] Thus, turbidity currents will likely entrain
and remobilize sediments from the canyon floor including plastic litter.
This implies that larger flows are anticipated to re-exhume previously
deposited/buried plastic and transport it farther down the system.
Due to changes in the local canyon bathymetry, turbidity currents
may also deposit part of their sediment load in so-called lag deposits.[78] Our experiments would suggest that these lag
deposits may become enriched in microplastic fibers (Figures and 6).On the flat abyssal plain at the bottom of the continental
slope,
turbidity currents build up leveed-channels,[60] which can extend over 1000s of kilometers across the ocean floor.[79] These levees are usually built from sediment
that was suspended at the top of the flow.[59,60,80] On the basis of our experiments, we hypothesize
that levee sediments are likely to be rich in microplastic fibers,
as the sediment mass suspended at the top of the experimental turbidity
currents was rich in microplastic fibers (Table ). Further down the channel, turbidity currents
exit the channel end and deposit lobe-shaped sediment bodies.[81,82] We hypothesize that the proximal lobe sediments are enriched in
microplastic fibers due to their exceptional sedimentation process
as discussed above (Figure ). Due to deposition of fibers in proximal lobe settings,
turbidity currents may be depleted in fibers as they flow farther.
Thus, the microplastic fragments may become relatively more important
in distal lobe deposits (Figure ).Our results indicate that turbidity currents
will bury a high proportion
of the microplastics they carry. Thus, channel, levee, and lobe deposits
and hadal trenches that occur at the termination of some deep-sea
submarine channels may act as a sink that is highly concentrated in
microplastics. The time scales over which this transport arises will
depend upon the frequency of the turbidity currents that transit these
systems. Some submarine canyon systems, in particular, those that
are highly disconnected from sediment inputs in the present-day sea
level highstand, feature none or very rare (one per 100 years or more)
turbidity currents.[13] Microplastic transport
in such systems is therefore likely to be more strongly controlled
by other transport processes, such as internal tides (which can even
have a net up-slope advective effect), lateral advection controlled
by weak ocean circulation, or vertical settling.[83,84] We consider systems that are connected directly to sediment input
sources, particularly those linked to rivers or that intersect littoral
cells on the shelf, to be most likely to transfer microplastics to
submarine channels and hence will be most effective for their deep-sea
transfer.[29,30,85] Many such
systems have been shown to be very active, with multiple long run-out
(>10s of km) turbidity currents occurring within an individual
year;
hence, these effects are likely to overprint any influence of slow
vertical settling on the distribution of microplastic.[29,30] In particular, sediments on the levees are likely to have much higher
microplastic concentrations than pelagic seafloor sediments adjacent
to the leveed-channel. Benthic organisms, in particular sediment-feeders,
living in these microplastic hotspots will be most likely to encounter
high microplastic concentrations. The consequences for these organisms
are still unknown, but studies have shown that benthic organisms ingest
microplastics.[7,86−88] Furthermore,
turbidity currents can segregate microplastic fibers from fragments
and generate fiber hotspots (i.e., lag deposits in the canyon or channel
thalweg and deposits in the proximal lobe). Benthic organisms in these
areas will encounter particularly high concentrations of microplastic
fibers. It is noted that microplastic lying on the top of the turbiditic
deposits may also be transported further by other processes, such
as bottom currents, resulting in further redistribution of microplastics
across the seafloor.[13]Our study
underlines the importance of modeling sediment and microplastic-laden
flows to understand how turbidity currents may enhance incorporation
of microplastics into sediments. Sediment samples from natural turbidity
systems are required to test the hypotheses raised in this paper.
Sediment traps within canyons, for example, could provide insights
into the microplastic distribution within natural turbidity currents.
These measurements could also allow us to quantify the microplastics
funneled into deeper water by turbidity currents. Microplastic concentration
within the flow should be linked to concentrations in the resultant
deposits on the seafloor. Deposit samples should be taken from lag
deposits in the canyon or channel thalweg, as well as from the levees
and the associated lobe. Many previous studies report microplastic
concentrations in seafloor sediments without providing information
on the sedimentary subenvironment or the grain size of the host sediment.
Such information is essential to understand the nature of past transport
processes and hence explain the variations in seafloor microplastic
concentrations. Our research provides the first experimental modeling
results on the transportation, redistribution, and burial of microplastic
by turbidity currents. These results are highly relevant for the planning
of sampling and monitoring campaigns in submarine canyon systems in
order to understand the dispersal and ultimate fate of microplastics
in seafloor sediments.
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