Sediment
Sediment is a naturally occurring material that is broken down by processes of weathering and erosion, and is subsequently transported by the action of wind, water, or ice or by the force of gravity acting on the particles. For example, sand and silt can be carried in suspension in river water and on reaching the sea bed deposited by sedimentation and if buried, may eventually become sandstone and siltstone (sedimentary rocks).
Sediments are most often transported by water (fluvial processes), but also wind (aeolian processes) and glaciers. Beach sands and river channel deposits are examples of fluvial transport and deposition, though sediment also often settles out of slow-moving or standing water in lakes and oceans. Desert sand dunes and loess are examples of aeolian transport and deposition. Glacial moraine deposits and till are ice-transported sediments.
Contents
1 Classification
1.1 Grain size
1.2 Composition
2 Sediment transport
2.1 Fluvial processes: rivers, streams, and overland flow
2.1.1 Particle motion
2.1.2 Fluvial bedforms
2.1.3 Surface runoff
2.1.4 Key fluvial depositional environments
2.2 Aeolian processes: wind
2.3 Glacial processes
2.4 Mass balance
3 Shores and shallow seas
3.1 Key marine depositional environments
4 Environmental issues
4.1 Erosion and agricultural sediment delivery to rivers
4.2 Coastal Development and Sedimentation near Coral Reefs
5 See also
6 References
Classification
Sediment can be classified based on its grain size or composition.
Grain size
Sediment size is measured on a log base 2 scale, called the "Phi" scale, which classifies particles by size from "colloid" to "booulder".
φ scale | Size range (metric) | Size range (inches) | Aggregate class (Wentworth) | Other names |
---|---|---|---|---|
< -8 | > 256 mm | > 10.1 in | Boulder | |
-6 to -8 | 64–256 mm | 2.5–10.1 in | Cobble | |
-5 to -6 | 32–64 mm | 1.26–2.5 in | Very coarse gravel | Pebble |
-4 to -5 | 16–32 mm | 0.63–1.26 in | Coarse gravel | Pebble |
-3 to -4 | 8–16 mm | 0.31–0.63 in | Medium gravel | Pebble |
-2 to -3 | 4–8 mm | 0.157–0.31 in | Fine gravel | Pebble |
-1 to -2 | 2–4 mm | 0.079–0.157 in | Very fine gravel | Granule |
0 to -1 | 1–2 mm | 0.039–0.079 in | Very coarse sand | |
1 to 0 | 0.5–1 mm | 0.020–0.039 in | Coarse sand | |
2 to 1 | 0.25–0.5 mm | 0.010–0.020 in | Medium sand | |
3 to 2 | 125–250 µm | 0.0049–0.010 in | Fine sand | |
4 to 3 | 62.5–125 µm | 0.0025–0.0049 in | Very fine sand | |
8 to 4 | 3.9–62.5 µm | 0.00015–0.0025 in | Silt | Mud |
> 8 | < 3.9 µm | < 0.00015 in | Clay | Mud |
>10 | < 1 µm | < 0.000039 in | Colloid | Mud |
Composition
Composition of sediment can be measured in terms of:
- parent rock lithology
mineral composition
chemical make-up.
This leads to an ambiguity in which clay can be used as both a size-range and a composition (see clay minerals).
Sediment transport
Sediment is transported based on the strength of the flow that carries it and its own size, volume, density, and shape. Stronger flows will increase the lift and drag on the particle, causing it to rise, while larger or denser particles will be more likely to fall through the flow.
Fluvial processes: rivers, streams, and overland flow
Particle motion
Rivers and streams carry sediment in their flows. This sediment can be in a variety of locations within the flow, depending on the balance between the upwards velocity on the particle (drag and lift forces), and the settling velocity of the particle. These relationships are shown in the following table for the Rouse number, which is a ratio of sediment fall velocity to upwards velocity.
Rouse=Settling velocityUpwards velocity from lift and drag=wsκu∗displaystyle textbf Rouse=frac textSettling velocitytextUpwards velocity from lift and drag=frac w_skappa u_*
where
wsdisplaystyle w_s is the fall velocity
κdisplaystyle kappa is the von Kármán constant
u∗displaystyle u_* is the shear velocity
Mode of Transport | Rouse Number |
---|---|
Bed load | >2.5 |
Suspended load: 50% Suspended | >1.2, <2.5 |
Suspended load: 100% Suspended | >0.8, <1.2 |
Wash load | <0.8 |
If the upwards velocity is approximately equal to the settling velocity, sediment will be transported downstream entirely as suspended load. If the upwards velocity is much less than the settling velocity, but still high enough for the sediment to move (see Initiation of motion), it will move along the bed as bed load by rolling, sliding, and saltating (jumping up into the flow, being transported a short distance then settling again). If the upwards velocity is higher than the settling velocity, the sediment will be transported high in the flow as wash load.
As there are generally a range of different particle sizes in the flow, it is common for material of different sizes to move through all areas of the flow for given stream conditions.
Fluvial bedforms
Sediment motion can create self-organized structures such as ripples, dunes, or antidunes on the river or stream bed. These bedforms are often preserved in sedimentary rocks and can be used to estimate the direction and magnitude of the flow that deposited the sediment.
Surface runoff
Overland flow can erode soil particles and transport them downslope. The erosion associated with overland flow may occur through different methods depending on meteorological and flow conditions.
- If the initial impact of rain droplets dislodges soil, the phenomenon is called rainsplash erosion.
- If overland flow is directly responsible for sediment entrainment but does not form gullies, it is called "sheet erosion".
- If the flow and the substrate permit channelization, gullies may form; this is termed "gully erosion".
Key fluvial depositional environments
The major fluvial (river and stream) environments for deposition of sediments include:
Deltas (arguably an intermediate environment between fluvial and marine)- Point bars
- Alluvial fans
- Braided rivers
- Oxbow lakes
- Levees
- Waterfalls
Aeolian processes: wind
Wind results in the transportation of fine sediment and the formation of sand dune fields and soils from airborne dust.
Glacial processes
Glaciers carry a wide range of sediment sizes, and deposit it in moraines.
Mass balance
The overall balance between sediment in transport and sediment being deposited on the bed is given by the Exner equation. This expression states that the rate of increase in bed elevation due to deposition is proportional to the amount of sediment that falls out of the flow. This equation is important in that changes in the power of the flow change the ability of the flow to carry sediment, and this is reflected in the patterns of erosion and deposition observed throughout a stream. This can be localized, and simply due to small obstacles; examples are scour holes behind boulders, where flow accelerates, and deposition on the inside of meander bends. Erosion and deposition can also be regional; erosion can occur due to dam removal and base level fall. Deposition can occur due to dam emplacement that causes the river to pool and deposit its entire load, or due to base level rise.
Shores and shallow seas
Seas, oceans, and lakes accumulate sediment over time. The sediment can consist of terrigenous material, which originates on land, but may be deposited in either terrestrial, marine, or lacustrine (lake) environments, or of sediments (often biological) originating in the body of water. Terrigenous material is often supplied by nearby rivers and streams or reworked marine sediment (e.g. sand). In the mid-ocean, the exoskeletons of dead organisms are primarily responsible for sediment accumulation.
Deposited sediments are the source of sedimentary rocks, which can contain fossils of the inhabitants of the body of water that were, upon death, covered by accumulating sediment. Lake bed sediments that have not solidified into rock can be used to determine past climatic conditions.
Key marine depositional environments
The major areas for deposition of sediments in the marine environment include:
Littoral sands (e.g. beach sands, runoff river sands, coastal bars and spits, largely clastic with little faunal content)- The continental shelf (silty clays, increasing marine faunal content).
- The shelf margin (low terrigenous supply, mostly calcareous faunal skeletons)
- The shelf slope (much more fine-grained silts and clays)
- Beds of estuaries with the resultant deposits called "bay mud".
One other depositional environment which is a mixture of fluvial and marine is the turbidite system, which is a major source of sediment to the deep sedimentary and abyssal basins as well as the deep oceanic trenches.
Any depression in a marine environment where sediments accumulate over time is known as a sediment trap.
The null point theory explains how sediment deposition undergoes a hydrodynamic sorting process within the marine environment leading to a seaward fining of sediment grain size.
Environmental issues
Erosion and agricultural sediment delivery to rivers
One cause of high sediment loads is slash and burn and shifting cultivation of tropical forests. When the ground surface is stripped of vegetation and then seared of all living organisms, the upper soils are vulnerable to both wind and water erosion. In a number of regions of the earth, entire sectors of a country have become erodible. For example, on the Madagascar high central plateau, which constitutes approximately ten percent of that country's land area, most of the land area is devegetated, and gullies have eroded into the underlying soil in furrows typically in excess of 50 meters deep and one kilometer wide.[citation needed] This siltation results in discoloration of rivers to a dark red brown color and leads to fish kills.
Erosion is also an issue in areas of modern farming, where the removal of native vegetation for the cultivation and harvesting of a single type of crop has left the soil unsupported. Many of these regions are near rivers and drainages. Loss of soil due to erosion removes useful farmland, adds to sediment loads, and can help transport anthropogenic fertilizers into the river system, which leads to eutrophication.
The Sediment Delivery Ratio (SDR) is fraction of gross erosion (interill, rill, gully and stream erosion) that is expected to be delivered to the outlet of the river.[1] The sediment transfer and deposition can be modelled with sediment distribution models such as WaTEM/SEDEM.[2] In Europe, according to WaTEM/SEDEM model estimates the Sediment Delivery Ratio is about 15%.[3]
Coastal Development and Sedimentation near Coral Reefs
Watershed development near coral reefs is a primary cause of sediment-related coral stress.The stripping of natural vegetation in the watershed for development exposes soil to increased wind and rainfall, and as a result, can cause exposed sediment to become more susceptible to erosion and delivery to the marine environment during rainfall events. Sediment can negatively affect corals in many ways, such as by physically smothering them, abrading their surfaces, causing corals to expend energy during sediment removal, and causing algal blooms that can ultimately lead to less space on the seafloor where juvenile corals (polyps) can settle.
When sediments are introduced into the coastal regions of the ocean, the proportion of land, marine and organic-derived sediment that characterizes the seafloor near sources of sediment output is altered. In addition, because the source of sediment (i.e. land, ocean, or organically) is often correlated with how coarse or fine sediment grain sizes that characterize an area are on average, grain size distribution of sediment will shift according to relative input of land (typically fine), marine (typically coarse), and organically-derived (variable with age) sediment. These alterations in marine sediment characterize the amount of sediment that is suspended in the water column at any given time and sediment-related coral stress.
See also
- Bar (river morphology)
- Beach cusps
- Biorhexistasy
- Bioswale
- Decantation
- Deposition (geology)
- Erosion
- Exner equation
- Particle size (grain size)
- Regolith
- Sand
- Sediment precipitation
- Sediment trap
- Sedimentary depositional environment
- Settling
- Surface runoff
References
^ Fernandez, C.; Wu, J. Q.; McCool, D. K.; Stöckle, C. O. (2003-05-01). "Estimating water erosion and sediment yield with GIS, RUSLE, and SEDD". Journal of Soil and Water Conservation. 58 (3): 128–136. ISSN 0022-4561..mw-parser-output cite.citationfont-style:inherit.mw-parser-output qquotes:"""""""'""'".mw-parser-output code.cs1-codecolor:inherit;background:inherit;border:inherit;padding:inherit.mw-parser-output .cs1-lock-free abackground:url("//upload.wikimedia.org/wikipedia/commons/thumb/6/65/Lock-green.svg/9px-Lock-green.svg.png")no-repeat;background-position:right .1em center.mw-parser-output .cs1-lock-limited a,.mw-parser-output .cs1-lock-registration abackground:url("//upload.wikimedia.org/wikipedia/commons/thumb/d/d6/Lock-gray-alt-2.svg/9px-Lock-gray-alt-2.svg.png")no-repeat;background-position:right .1em center.mw-parser-output .cs1-lock-subscription abackground:url("//upload.wikimedia.org/wikipedia/commons/thumb/a/aa/Lock-red-alt-2.svg/9px-Lock-red-alt-2.svg.png")no-repeat;background-position:right .1em center.mw-parser-output .cs1-subscription,.mw-parser-output .cs1-registrationcolor:#555.mw-parser-output .cs1-subscription span,.mw-parser-output .cs1-registration spanborder-bottom:1px dotted;cursor:help.mw-parser-output .cs1-hidden-errordisplay:none;font-size:100%.mw-parser-output .cs1-visible-errorfont-size:100%.mw-parser-output .cs1-subscription,.mw-parser-output .cs1-registration,.mw-parser-output .cs1-formatfont-size:95%.mw-parser-output .cs1-kern-left,.mw-parser-output .cs1-kern-wl-leftpadding-left:0.2em.mw-parser-output .cs1-kern-right,.mw-parser-output .cs1-kern-wl-rightpadding-right:0.2em
^ Van Rompaey, Anton J. J.; Verstraeten, Gert; Van Oost, Kristof; Govers, Gerard; Poesen, Jean (2001-10-01). "Modelling mean annual sediment yield using a distributed approach". Earth Surface Processes and Landforms. 26 (11): 1221–1236. doi:10.1002/esp.275. ISSN 1096-9837.
^ "A step towards a holistic assessment of soil degradation in Europe: Coupling on-site erosion with sediment transfer and carbon fluxes". Environmental Research. 161: 291–298. 2018-02-01. doi:10.1016/j.envres.2017.11.009. ISSN 0013-9351.
Prothero, Donald R.; Schwab, Fred (1996), Sedimentary Geology: An Introduction to Sedimentary Rocks and Stratigraphy, W. H. Freeman, ISBN 0-7167-2726-9
Siever, Raymond (1988), Sand, New York: Scientific American Library, ISBN 0-7167-5021-X
Nichols, Gary (1999), Sedimentology & Stratigraphy, Malden, MA: Wiley-Blackwell, ISBN 0-632-03578-1
Reading, H. G. (1978), Sedimentary Environments: Processes, Facies and Stratigraphy, Cambridge, Massachusetts: Blackwell Science, ISBN 0-632-03627-3