Empangan
Dari Wikipedia bahasa Melayu
Empangan merupakan halangan merentangi air yang mengalir yang menghalang, mengarah atau melambatkan aliran, seringkali menghasilkan takungan air, tasik atau kepungan air. Kebanyakan empangan memiliki bahagian yang dikenali sebagai alur limpah atau tebat yang bertujuan membenarkan air melaluinya samaada secara berterusan atau sekejap-sekejap.
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[Sunting] Sejarah
Antara empangan yang pertama dibina ialah di Mesopotamia sehingga 7,000 tahun dahulu. Ia dibina untuk mengawal aras air, kerana cuaca Mesopotamia sukar diramal dan ini mempengaruhi sungai Tigris dan Furat. Manakala empangan pertama yang direkod adalah empangan Dujiangyan di Sungai Minjiang, cawangan Yangtze, kini di wilayah Sichuan. Ia mula dibina pada 256 SM oleh Li Bing, gabenor Shu dan anak lelakinya. Li Bing dianggap sebagai salah seorang pengamal kejuruteraan hidraulik terawal. Empangan tersebut berfungsi sebagai kedua-dua "struktur pengawalan banjir" dan "struktur pengalihan pengairan". Sistem Pengairan Dujiangyan, yang telah dimodenkan dan dikembangkan, masih digunakan sehingga kini. Ia merupakan tempat tarikan pelancong umum berhampiran Dujiangyan, sebuah pekan besar 60 km di barat laut Chengdu [1] [1].
[Sunting] Jenis empangan
Empangan boleh dibentuk oleh agensi manusia, sebab semulajadi, atau oleh campur tangan hidupan liar seperti beaver. Empangan dimana dibentuk oleh agensi manusia biasanya diklasifikasikan menurut struktur, berniat tujuan atau ketinggian.
Berdasarkan pada struktur dan kegunaan bahan, empangan diklasifikasikan sebagai empangan balak, empangan tambak, empangan tukangan batu, dengan beberapa subjenis.
Niat tujuan termasuk membekalkan air untuk pengairan atau pekan atau bandar bekalan air, membaiki pandu arah, mencipta waduk air untuk membekalkan kegunaan perindustrian, menjanakan kuasa hidroeletrik, mencipta kawasan rekreasi atau habitat untuk ikan dan hidupan liar, kawal banjir dan membendungi efluen dari tapak perindustrian seperti lombong atau kilang. Sedikit empangan berkhidmat semua tujuan ini tetapi sesetengah empangan multi-tujuan berkhidmat lebih dari satu.
Menurut kepada ketinggian, empangan besar lebih tinggi dari 15 meter dan empangan utama adalah 150 meter dalam ketinggian. Altenatifnya, empangan rendah adalah kurang dari 30 m tinggi; empangan ketinggian-sederhana adalah antara 30 dan 100 m tinggi, dan empangan tinggi adalah lebih 100 m tinggi.
Empangan pelana adalah empangan bantuan dibina untuk membataskan waduk yang dicipta oleh empangan primer untuk membenarkan paras air lebih tinggi dan pengstoran atau untuk menghadkan perkembangan waduk untuk penambahan keberkesanan. Sebuah empangan bantuan dibina pada titik rendah atau pelana melalui dimana waduk akan dalam hal lain lari. Pada kadangkala, waduk dikandung oleh struktur seakan sama dipanggil daik untuk mengelakkan banjir dari tanah berhampiran. Daik lazimnya digunakan untuk tebusan semula dari tanah suai tani dari tasik cetek. Ini seakan sama kepada tetambak, dimana adalah dinding atau tambak dibina sepanjang sungai atau mata air untuk melindungi tanah berdekatan dari banjir.
Empangan pengalir lebihan direka menjadi mengatas lebih. Bendungan adalah jenis dari empangan pengalir lebihan kecil yang boleh digunakan untuk ukuran aliran.
Empangan periksa adalah empangan kecil direka untuk mengurang kelajuan aliran dan mengawal hakisan tanah. Sebaliknya, empangan kepak adalah struktur yang hanya sebahagiannya menghadkan suatu haluan air, menciptakan aliran lebih laju yang menahan pengumpulan sedimen.
Empangan kering adalah empangan direka untuk mengawal banjir. Ia biasanya menahan balik tiada air dan membenarkan aliran untuk mengalir secara bebas, kecuali semasa tempoh aliran berlebihan yang akan dala hal lain menyebabkan banjir di hilir.
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[Sunting] Empangan ubah arah
Empangan ubah arah adalah struktur empangan yang dibina untuk mengalih arah aliran air sungai semulajadi secara keseluruhan atau sebahagian daripadanya.
[Sunting] Empangan kayu
Empangan kayu digunakan secara meluas pada waktu awal revolusi industry dan di sesetengah kawasan pendalaman kerana ianya mudah dan dapat disiapkan dengan cepat. Pada waktu sekarang, ianya jarang lagi dibina kerana jangka hayatnya yang pendek dan tidak boleh dibina dengan begitu tinggi kerana kayu-kayu empangan mestilah basah untuk mengekalkan keupayaan menahan air. Ia juga mudah reput seperti kayu yang digunakan untuk membuat barel. The locations where timber dams are most economical to build are those where timber is plentiful, cement is costly or difficult to transport, and either a low head diversion dam is required or longevity is not an issue. Timber dams were once numerous, especially in the North American west, but most have failed, been hidden under earth embankments or been replaced with entirely new structures. Two common variations of timber dams were the crib and the plank.
Timber crib dams were erected of heavy timbers or dressed logs in the manner of a log house and the interior filled with earth or rubble. The heavy crib structure supported the dam's face and the weight of the water.
Timber plank dams were more elegant structures that employed a variety of construction methods utilizing heavy timbers to support a water retaining arrangement of planks.
Very few timber dams are still in use. Timber, in the form of sticks, branches and withes, is the basic material used by beavers, often with the addition of mud or stones.
[Sunting] Empangan tambak
Empangan tambak dibuat dari bumi padat, dan mempunyai dua jenis utama, empangan isi-batu dan isi-bumi. Empangan tambak bergantung pada berat mereka untuk menahan keupayaan air, seperti empangan graviti yang dibuat dari konkrit.
Empangan isi-batu
Empangan isi-batu adalah tambak dari kurangan-bebas padat dari butiran bumi dengan satu zon kalis. Bumi menggunakan selalu mengandungi peratusan besar zarah maka istilahnya isi-batu. Zon kalis mungkin ada pada muka mudik dan dibuat dari tukangan batu, konkrit, membran plastik, timbunan helai besi, kayu balak atau bahan lain. Zon kalis mungkin juga ada di dalam tambak dimana ia dirujuk sebagai teras. Misalnya dimana tanah liat menggunakan sebagai bahan kalis empangan ini dirujuk sebagai empangangabungan. Apabila bahan sesuai ada di tangan, pengangkutan dikurangkan membawa ke penjimatan kos semasa pembinaan. Empangan isi-batu amat tahan rosak dari gempa bumi. Bagaimanapun, kurang kawalan mutu semasa pembinaan boleh membawa kepada saman lebihan di tambak dimana membawa ke liquefaksyen dari isi-batu semasa suatu gempa bumi. Masalah ini boleh dikeluarkan dengan menyimpan bahan pengaruh kering. Empangan New Malones adalah empangan isi-batu.
Earth dams
Earth dams, also called earthen, rolled-earth and earth-fill dams, are constructed of well compacted earth. A homogeneous rolled-earth dam is entirely constructed of one type of material but may contain a drain layer to collect seep water. A zoned-earth dam has distinct parts or zones of dissimilar material, typically a locally plentiful shell with a watertight clay core. Modern zoned-earth embankments employ filter and drain zones to collect and remove seep water and preserve the integrity of the downstream shell zone. An outdated method of zoned earth dam construction utilized a hydraulic fill to produce a watertight core. Rolled-earth dams may also employ a watertight facing or core in the manner of a rock-fill dam. An interesting 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. Oroville Dam is an example of an earth dam, and is the tallest dam in the United States.
[Sunting] Masonry dams
Masonry dams are of either the gravity or the arch type.
[Sunting] Gravity dams
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 at all elevations of the cross section (the core). For this type of dam, impervious foundations with high bearing strength 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." Grand Coulee Dam is a solid gravity dam and Itaipu Dam is a hollow gravity dam.
With a height of 285m the tallest gravity dam in the world is the Grande Dixence Dam in Switzerland.
[Sunting] Arch dams
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. 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.
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. Jones Falls Dam, in Canada, is a constant radius dam. In a constant-angle dam, also known as a variable radius dam, this subtended angle is kept a constant and the variation in distance between the abutments at various levels are taken care of by varying the radii. Constant-radius dams are much less common than constant-angle dams. Parker Dam is a constant-angle arch dam.
A similar type is the double-curvature or thin-shell dam. Wildhorse Dam near Mountain City, Nevada in the United States is an example of the type. This method of construction minimizes the amount of concrete necessary for construction but transmits large loads to the foundation and abutments. The appearance is similar to a single-arch dam but with a distinct vertical curvature to it as well lending it the vague appearance of a concave lens as viewed from downstream.
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.
[Sunting] Steel dams
A steel dam is a type of dam briefly experimented with in around the turn of the 19th-20th century which uses steel plating (at an angle) and load bearing beams as the structure. Intended as permanent structures, steel dams were an (arguably failed) experiment to determine if a construction technique could be devised that was cheaper than masonry, concrete or earthworks, but sturdier than timber crib dams. Only two examples remain in the US.
[Sunting] Cofferdams
A cofferdam is a (usually 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 foundation of permanent dams, bridges, and similar structures. When the project is completed, the cofferdam may be demolished or removed. See also causeway and retaining wall.
[Sunting] Beaver dams
- Rencana utama: Beaver#Empangan
[Sunting] Spillways
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 floodgates 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.
Any cavitation or turbulence of the water flowing over the spillway slowly erodes the dam's wetted surfaces. To minimize that erosion (especially with maximum water elevation at the crest), the downstream face of the spillway is ordinarily made an ogee curve.
It was the inadequate design of the spillway that caused the overtopping of a dam that caused the infamous Johnstown Flood.
[Sunting] Other considerations
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 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 and engineering geology considerations when building a dam include:
- permeability of the surrounding rock or soil
- earthquake faults
- landslides and slope stability
- 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
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 - pressure pumping portland cement slurry into weak fractured rock.
[Sunting] Environmental impacts
(Source: Canadian Geographic)
More than half of the world’s large rivers have been dammed, regulating and flooding approximately 400,000 square kilometres of land worldwide. These diversions have an effect on diverse ecosystems and habitats around the globe, replacing them with uniform structures and reservoirs and ultimately changing the way otherwise balanced, stable ecosystems function.
[Sunting] Stream flow
The life of a river is closely tied to its stream flow, which constantly fluctuates. Damming a river and altering its flow pattern generates a number of physical and biological impacts. The disruption of a river’s flow obstructs its natural current and affects the water’s habitat.
One of the largest impacts a lack of current has on a river is the sediment flow, which is normally carried down the river by the current. When trapped by a dam, the sediment is held in the reservoir and settles to the bottom while clear water containing very little sediment is released down the river.
Over time, the easily erodible material from the riverbed is carried away with no sediment being deposited to replace it. This leaves a rocky stream bed, resulting in a poorer habitat for aquatic fauna.
[Sunting] Barrier to migration
The most visible and obvious effect of dams is that they fragment rivers and make migration difficult for fish and other aquatic life. Species such as salmon and eels, which migrate to spawn, may not make it to their destination or may suffer injury or death while traveling through turbines or over spillways. Fish that do make it through are often disoriented and become more susceptible to predators.
Some dams are equipped with fish passage structures, or fish ladders, to attempt to accommodate the migration of a river’s aquatic life. Questions have been raised as to whether fish ladders are actually too stressful for adult fish and reduce their chances for successful spawning.
[Sunting] Water quality impacts
When water is held in the reservoir of a dam, the quality of water is affected in several ways, the extent of which depending on how long it is held there.
The initial creation of a reservoir on a floodplain submerges the existing vegetation and soil, causing much of the organic material to decompose over time which can deplete oxygen from the water supply.
The establishment of a deep reservoir will almost always lead to thermal stratification during summer months. Water warmed by the sun forms an upper warm layer called the Epilimnion which is well oxygenated. The bulk of the water is held in the lower, cold unmixed layer, the Hypolimnion. This cold water receives relatively little light, has no contact with the air and is often depleted in oxygen. The boundary between these two layers is the thermocline.
Where draw-off towers or sluices in dams release water from the Hypolimnion into the downstream river, the water discharged may be unusually cold and may be low in oxygen and high in metals such as Manganese. All these properties can have seriously adverse effects on the normal biota of a river.
Mercury, which can exist at very low levels in the soil, may be transformed by bacteria into methyl mercury once the soil is flooded if the benthic conditions become substantially anoxic. Methyl mercury is a cumulative toxin to veterbrate species and may enter the food chain from consumption of reservoir fish. Such circumstances are theoretically possible but very rare in practice.
[Sunting] Examples of dams
- Karun 3 Dam, Iran
- Karkheh Dam, Iran
- Atatürk Dam, Turkey
- Aswan Dam, Egypt
- Benmore Dam, New Zealand
- Clyde Dam, New Zealand
- Hirakud Dam, India
- Nagarjuna Sagar Dam, India
- Glen Canyon Dam, United States
- Grand Coulee Dam, United States
- Grande Dixence Dam, Switzerland
- Hoover Dam, United States
- Hume Dam, Australia
- Inga Dam, Democratic Republic of Congo
- Itaipu Dam, Brazil/Paraguay
- Kariba Dam, Zambia/Zimbabwe
- Kainji Dam, Nigeria
- Keban Dam, Turkey
- Lake Pedder - Lake Gordon, Australia
- Lockport Powerhouse, United States
- Mactaquac Dam, Canada
- Mundaring weir, Australia
- Cleveland Dam, Canada
- Redridge Steel Dam, United States
- Snowy Mountains Scheme, Australia
- Tarbela Dam, Pakistan
- Three Gorges Dam, China
- Verzasca Dam, Switzerland
- Vishvesvaraya Dam, India
- Bhakra Dam, India
- Yaciretá Dam, Argentina/Paraguay
- Guri Dam, Venezuela
[Sunting] Failed dams
- Baldwin Hills Reservoir - 1963
- Banqiao and Shimantan Dams - 1975
- Big Bay Dam, Mississippi - 2004
- Buffalo Creek Flood - 1972
- Camará Dam - 2004
- South Fork Dam - 1889
- Kelly Barnes Dam - 1977
- Lawn Lake Dam - 1982
- Malpasset, Côte d'Azur, France - 1959
- Opuha Dam - 1997
- Shakidor Dam - 2005
- St. Francis Dam, Los Angeles, California - 1928
- Taum Sauk reservoir - 2005
- Teton Dam - 1976
- Vajont Dam - 1961
- Val di Stava Dam Collapse - 1985
- Gouhou Dam, Qinghai Province, China - 1993
[Sunting] Lihat juga
- Delta Works
- List of reservoirs and dams
- Canal lock
- Beaver a dam-building rodent
- Ilisu Dam Campaign campaign against a planned dam in Turkey
- Megaprojects
[Sunting] Pautan luar
- Basic Dam Designing
- Asphalt Core for Embankment Dams
- Structurae: Dams and Retaining Structures
- DeltaWorks.Org - DeltaWorks; Many dams and barriers to prevent flooding of the Netherlands by the North-Sea.
- The Ballad of Ecological Awareness (pdf)
- "Design of Small Dams", US Bureau of Reclamation, 65MB pdf
- University of Washington Libraries Digital Collections Freshwater and Marine Image Bank -- Dams An ongoing collection of images related to dams.
- "Dam science" Canadian Geographic
[Sunting] Nota
- ↑ Pages 23-25 Mark Kurlansky, Salt: A World History, Vintage Canada (2002), trade paperback, 484 pages, ISBN 0-676-97535-6
