Science Fair Project Encyclopedia
- This article discusses structures for water impoundment. As an abreviation dam stands for dekametre.
A dam (a common Teutonic word, compare to Dutch dam, Swedish and German damm, and the Gothic verb faurdammjan, to block up) is a barrier across flowing water that obstructs, directs or retards the flow, often creating a reservoir, lake or impoundment. Most dams have a section called a spillway, over which or through which it is intended that water will flow.
Types of dams
Dams may be classified according to structure, intended purpose or height.
Based on structure and material used dams are timber dams, embankment dams or masonry dams (arch or gravity type).
Intended purposes include providing water for irrigation or town or city water supply, improving navigation, generating hydroelectric power, creating recreation areas or habitat for fish and wildlife, flood control and containing effluent from industrial sites such as mines or factories. Few dams serve all of these purposes but some multi-purpose dams serve more than one.
According to height, a large dam is higher than 15 metres and a major dam is over 150 metres in height. Alternatively, a low dam is less than 30 m high; a medium-height dam is between 30 and 100 m high, and a high dam is over 100 m high.
What is sometimes called a saddle dam is actually a dike, a wall built at the edge of a lake to protect nearby land from flooding. This is similar to a levee, which is a wall built along a river or stream to protect adjacent land from flooding.
An overflow dam is designed to be overtopped. A weir is a type of small overflow dam that can be used for flow measurement.
A check dam is a small dam designed to reduce flow velocity and control soil erosion.
A dry dam is dam designed to control flooding. It normally holds back no water and allows the channel to flow freely, except during periods of intense flow that would otherwise cause flooding downstream.
The timber dam is rarely used by humans because of its short lifespan and the limitation in height to which it can be built. The locations where timber dams are most economical to build are those where timber is plentiful, cement is costly and difficult to transport, and only a submerged diversion dam is required. Timber is the basic material used by beavers, often with the addition of mud or stones.
Embankments are made from fill material not joined by mortar.
Rock-fill dams are embankments of loose rock with either a watertight upstream face of concrete slabs or timber or a watertight core. Where suitable rock is at hand, a minimum of transportation of materials can be realized with this type of dam. Like the earth embankment, rock-fill dams resist damage from earthquakes quite well.
Earth dams are constructed as a simple homogeneous embankment of well-compacted earth, sometimes with a watertight concrete or clay core or upstream face, or sometimes with a hydraulic fill to produce a watertight core. A type of temporary earth dam occasionally used in high latitudes is the frozen-core dam, in which a coolant is circulated through pipes inside the dam to maintain a watertight region of permafrost within it.
In a gravity dam, stability is secured by making it of such a size and shape that it will resist overturning, sliding and crushing at the toe. The dam will not overturn provided that the moment around the turning point, caused by the water pressure is smaller than the moment caused by the weight of the dam. This is the case if the resultant force of water pressure and weight falls within the base of the dam. However, in order to prevent tensile stress at the upstream face and excessive compressive stress at the downstream face, the dam cross section is usually designed so that the resultant falls within the middle third at all elevations of the cross section (the core). For this type of dam, good impervious foundations are essential.
When situated on a suitable site, a gravity dam inspires more confidence in the layman than any other type; it has mass that lends an atmosphere of permanence, stability, and safety. When built on a carefully studied foundation with stresses calculated from completely evaluated loads, the gravity dam probably represents the best developed example of the art of dam building. This is significant because the fear of flood is a strong motivator in many regions, and has resulted in gravity dams being built in some instances where an arch dam would have been more economical.
Gravity dams are classified as "solid" or "hollow." The solid form is the more widely used of the two, though the hollow dam is frequently more economical to construct. Gravity dams can also be classified as "overflow" (spillway) and "non-overflow."
Any cavitation or turbulence of the water flowing over the spillway slowly eats the dam. To minimize that erosion (especially with maximum water elevation at the crest), the downstream face of the spillway is ordinarily made an ogee curve.
In the arch dam, stability is obtained by a combination of arch and gravity action. If the upstream face is vertical the entire weight of the dam must be carried to the foundation by gravity, while the distribution of the normal hydrostatic pressure between vertical cantilever and arch action will depend upon the stiffness of the dam in a vertical and horizontal direction. When the upstream face is sloped the distribution is more complicated. The normal component of the weight of the arch ring may be taken by the arch action, while the normal hydrostatic pressure will be distributed as described above. For this type of dam, firm reliable supports at the abutments (either buttress or canyon side wall) are more important. The most desirable place for an arch dam is a narrow canyon with steep side walls composed of sound rock.
Two types of single-arch dams are in use, namely the constant-angle and the constant-radius dam. The constant-radius type employs the same face radius at all elevations of the dam, which means that as the channel grows narrower towards the bottom of the dam the central angle subtended by the face of the dam becomes smaller. In a constant-angle dam, this subtended angle is kept a constant and the variation in distance between the abutments at various levels is are taken care of by varying the radii. The safety of an arch dam is dependent on the strength of the side wall abutments, hence not only should the arch be well seated on the side walls but also the character of the rock should be carefully inspected. The multiple-arch dam consists of a number of single-arch dams with concrete buttresses as the supporting abutments. The multiple-arch dam does not require as many buttresses as the hollow gravity type, but requires good rock foundation because the buttress loads are heavy. See Geotechnical engineering.
A cofferdam is a sometimes temporary barrier constructed to exclude water from an area that is normally submerged. Made commonly of wood, concrete or steel sheet piling, cofferdams are used to allow construction on the foundations of permanent dams, bridges, and similar structures. When the project is completed, the cofferdam may be demolished. See also causeway and retaining wall.
A spillway is a section of a dam designed to pass water from the upstream side of a dam to the downstream side. Many spillways have gates designed to control the flow through the spillway.
A service spillway or primary spillway passes normal flow. An auxiliary spillway releases flow in excess of the capacity of the service spillway. An emergency spillway is designed for extreme conditions, such as a serious malfunction of the service spillway. A fuse-plug spillway is a low embankment designed to be overtopped and washed away in the event of a large flood.
It was the inadequate design of the spillway that caused the overtopping of a dam that caused the infamous Johnstown Flood.
The best place for building a dam is a narrow part of a deep river valley; the valley sides can then act as natural walls. The primary function of the dam's structure is to fill the gap in the natural reservoir line left by the stream channel. The most desirable sites are usually those where the gap becomes a minimum for the required storage capacity. The most economical arrangement is often a composite structure such as a masonry dam flanked by earth embankments. The current use of the land to be flooded should be dispensable.
Significant other engineering considerations when building a dam include
- permeability of the surrounding rock or soil
- earthquake faults
- peak flood flows
- reservoir silting
- environmental impacts on river fisheries, forests and wildlife (see fish ladder)
- impacts on human habitations
- compensation for land being flooded as well as population resettlement
- removal of toxic materials and buildings from the proposed reservoir area
Kenneth E. Boulding's poem The Ballad of Ecological Awareness (see External links) discusses the social and ecological impact of dam-building, beginning: "The cost of building dams is always underestimated" and concluding: "...cost-benefit analysis is nearly always sure/To justify the building of a solid concrete fact/While the Ecologic Truth is left behind in the Abstract."
Dam failures are generally catastrophic if the structure is breached or significantly damaged. Routine monitoring of seepage from drains in, and around, larger dams is necessary to anticipate any problems and permit remedial action to be taken before structural failure occurs. Most dams incorporate mechanisms to permit the reservoir to be lowered or even drained in the event of such problems. Another solution can be rock grouting - pumping cement slurry into weak fractured rock under pressure.
Examples of dams
- Three Gorges Dam, China
- Itaipu Dam, Brazil/Paraguay
- Aswan Dam, Egypt
- Benmore Dam, New Zealand
- Glen Canyon Dam, United States
- Grand Coulee Dam, United States
- Hoover Dam, United States
- Hume Dam, Australia
- Lake Pedder - Lake Gordon, Australia
- Kariba Dam, Zambia/Zimbabwe
- Vishvesvaraya Dam, India
- Mactaquac Dam, Canada
- South Fork Dam - 1889
- St. Francis Dam - 1928
- Baldwin Hills Dam - 1963
- Banqiao and Shimantan Dams - 1975
- Teton Dam - 1976
- Kelly Barnes Dam - 1977
- Lawn Lake Dam - 1982
- Opuha Dam - 1997
- List of reservoirs and dams
- (Failed Dams; in German language)
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