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In hillslope geomorphology, a rill is a shallow channel (no more than a few tens of centimetres deep) cut into soil by the erosive action of flowing water. Similar but smaller incised channels are known as microrills; larger incised channels are known as gullies.
Rills created by erosion
Rills are narrow and shallow channels which are eroded into unprotected soil by hillslope runoff. Since soil is regularly left bare during agricultural operations, rills may form on farmland during these vulnerable periods. Rills may also form when bare soil is left exposed following deforestation, or during construction activities.
Rills are fairly easily visible when first incised, so they are often the first indication of an ongoing erosion problem. Unless soil conservation measures are put into place, rills on regularly eroding areas may eventually develop into larger erosional features such as gullies or even (in semi-arid regions) into badlands.
Rills are created when water erodes the topsoil on hillsides, and so are significantly affected by seasonal weather patterns. They tend to appear more often in rainier months. Rills begin to form when the runoff shear stress, the ability of surface runoff to detach soil particles, overcomes the soil’s shear strength, the ability of soil to resist force working parallel to the soil’s surface. This begins the erosion process as water breaks soil particles free and carries them down the slope. These forces explain why sandy, loamy soils are especially susceptible to the formation of rills, whereas dense clays tend to resist rill formation.
Rills cannot form on every surface, and their formation is intrinsically connected to the steepness of the hillside slope. Gravity determines the force of the water, which provides the power required to start the erosional environment necessary to create rills. Therefore, the formation of rills is primarily controlled by the slope of the hillside. Slope controls the depth of the rills, while the length of the slope and the soil’s permeability control the number of incisions in an area. Each type of soil has a threshold value, a slope angle below which water velocity cannot produce sufficient force to dislodge enough soil particles for rills to form. For instance, on many non-cohesive slopes, this threshold value hovers around an angle of 2 degrees with a shear velocity between 3 and 3.5 cm/s.
After rills begin forming, they are subjected to variety of other erosional forces which may increase their size and output volume. Up to 37% of erosion in a rill-ridden area may derive from mass movement, or collapse, of rill sidewalls. As water flows through a rill, it will undercut into the walls, triggering collapse. Also, as water seeps into the soil of the walls, they weaken, amplifying the chance of wall collapse. The erosion created by these forces increases the size of the rill while also swelling its output volume.
Significance of rill erosion
Although rills are small, they transport significant amounts of soil each year. Some estimates claim rill flow has a carrying capacity of nearly ten times that of non-rill, or interrill, areas. In a moderate rainfall, rill flow can carry rock fragments up to 9 cm in diameter downslope. In 1987, scientist J. Poesen conducted an experiment on the Huldenberg field in Belgium which revealed that during a moderate rainfall, rill erosion removed as much as 200 kg (in submerged weight) of rock.
Unfortunately, the considerable effect rills have on landscapes often negatively impact human activity. Rills have been observed washing away archaeological sites. They are also very common in agricultural areas because sustained agriculture depletes the soil of much of its organic content, increasing the erodibility of the soil. Agricultural machines, such as tractors, compact the soil to the point where water flows over the surface rather than seeping into the soil. Tractor wheel impressions often channel water, providing a perfect environment for the generation of rills. If left alone, these rills may erode considerable amounts of arable soil.
Under proper field management rills are small and are easily repaired by contour tilling the soil. This will prevent, for a time at least, the rills from growing and eroding the landscape more rapidly with time.
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||It has been suggested that this article be merged into Aqueduct (water supply). (Discuss) Proposed since January 2013.|
A constructed functional rill is a small canal; of stone, brick, concrete, or other lining material; usually rectilinear in cross section; for water transportation from a source such as a river-creek, spring, reservoir, qanat, or aqueduct; for domestic consumption or agricultural irrigation of crop land uses.
Rills were traditionally used in Middle Eastern and Mediterranean climate cultures of ancient and historical eras; and other climates and continents worldwide. They are distinguished from a 'water ditch' by being lined to reduce absorption losses and to increase durability. The Falaj irrigation system at the Al Ain Oasis, in present day Abu Dhabi Emirate, uses rills as part of its qanat water system. Sometimes in the Spanish language they are called Acequias.
Rills are also used for aesthetic purposes in landscape design. Rills are used as narrow channels of water inset into the pavement of a garden, as linear water features, and often tiled and part of a fountain design.
The historical origins are from paradise garden religious images that first translated into ancient Persian Gardens. Rills were later exceptionally developed in the Moorish (Spanish) Gardens of Al-andalus, such as at the Alhambra in Granada; and also in other Islamic gardens, cultures, and countries. Early 20th century examples are in the Maria Louisa Park gardens in Seville, Spain; and at the Casa del Herrero gardens in Montecito, California.
- Fullen, M.A. & A.H. Reed. 1987. Rill Erosion on Arable Loamy Sands in the West Midlands of England. Bryan, R.B. (ed). Rill Erosion: Processes and Significance. Catena Supplement 8. W. Germany:Catena Verlag. 85-96.
- Torri, D., M. Sfalanga & G. Chisci. 1987. Threshold Conditions for Incipient Rilling. Bryan, R.B. (ed). Rill Erosion: Processes and Significance. Catena Supplement 8. W. Germany:Catena Verlag. 97-105.
- Loch, R.J. & E.C. Thomas. 1987. Resistance to Rill Erosion: Observations on the Efficiency of Rill Erosion on a Tilled Clay Soil Under Simulated Rain and Run-On Water. Bryan, R.B. (ed). Rill Erosion: Processes and Significance. Catena Supplement 8. W. Germany:Catena Verlag. 71-83.
- Planchon, O., E. Fritcsh & C. Valentin. 1987. Rill Development in a Wet Savannah Environment. Bryan, R.B. (ed). Rill Erosion: Processes and Significance. Catena Supplement 8. W. Germany:Catena Verlag. 55-70.
- Rauws, G. 1987. The Initiation of Rills on Plane Beds of Non-Cohesive Sediments. Catena Supplement 8. W. Germany:Catena Verlag. 107-118.
- Govers, G. 1987. Spatial and Temporal Variability in Rill Development Processes at the Huldenberg Experimental Site. Catena Supplement 8. W. Germany:Catena Verlag. 17-33.
- Ford, D.C. & J. Lundberg. 1987. A Review of Dissolutional Rills in Limestone and Other Soluble Rocks. Bryan, R.B. (ed). Rill Erosion: Processes and Significance. Catena Supplement 8. W. Germany:Catena Verlag. 119-139
- Poesen, J. 1987. Transport of Rock Fragments by Rill Flow—A Field Study. Catena Supplement 8. W. Germany:Catena Verlag. 35-54.
- Fullen, M.A. & A.H. Reed. 1987. Rill Erosion of Arable Loamy Sands in the West Midlands of England. Catena Supplement 8. W. Germany:Catena Verlag. 85-96.