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21-536: The Zimapán Dam , also known as Fernando Hiriart Balderrama Dam , is an arch dam on the Moctezuma River about 15 km (9 mi) southwest of Zimapán in Hidalgo state , Mexico . The primary purpose of the dam is hydroelectric power production and it services a 292 MW power station with water. The dam was funded in part by a $ 460 million World Bank loan which was approved on 8 June 1989 and covered

42-424: Is 6,565 ft (2,001 m) while the multiple-arch section is 4,284 ft (1,306 m) long and its combination with the spillway sections measure 5,145 ft (1,568 m). Each arch in the dam has a clear span of 60 ft (18 m) and each buttress is 24 ft (7.3 m) wide. Arch dam designs would continue to test new limits and designs such as the double- and multiple-curve. Alfred Stucky and

63-472: Is a 203 m (666 ft) tall and 122 m (400 ft) long arch-type located in a narrow portion of the Moctezuma Canyon. The crest of the dam is 5 m (16 ft) wide while the base has a width of 22 m (72 ft). The reservoir created by the dam has a capacity of 1,390,000,000 m (1,126,891  acre⋅ft ) and surface area of 22.9 km (9 sq mi). The reservoir

84-520: Is formed by the Tula and San Juan rivers which join in the reservoir to form the Moctezuma River later downstream of the dam. Water from the reservoir is diverted through a 21 km (13 mi) tunnel, bypassing 42 km (26 mi) of the river downstream, before reaching the power station. Water at the power station powers two Pelton turbine - generators before being discharged back into

105-466: Is one of the oldest non-Roman dams in Europe . It was constructed between 1579 and 1594 with the purpose of using its reservoir to help irrigate areas around Tibi. A spillway was constructed on the right side of the dam in 1697 after it partially failed due to flooding. This article about a Spanish building or structure is a stub . You can help Misplaced Pages by expanding it . This article about

126-620: The Romans in the 1st century BC and after several designs and techniques were developed, relative uniformity was achieved in the 20th century. The first known arch dam, the Glanum Dam , also known as the Vallon de Baume Dam, was built by the Romans in France and it dates back to the 1st century BC. The dam was about 12 metres (39 ft) high and 18 metres (59 ft) in length. Its radius

147-603: The Mexico Hydroelectric Development Project which included the Aguamilpa Dam as well. Mexico raised $ 250 million in foreign capital as well. Construction on the dam began in 1990 and was complete in 1993. Beginning in 1994, the reservoir filled and the power station was operational by 1995. Approximately 3,000 people were displaced and resettled by the construction of both dams in the Mexico Hydroelectric Development Project. The dam

168-499: The Moctezuma River. When both turbines are operating, the power station discharges a maximum of 59 m/s (2,084 cu ft/s). It operates as a peak power plant , operating 4 to 12 hours a day depending on energy demands. Arch dam In general, arch dams are classified based on the ratio of the base thickness to the structural height (b/h) as: Arch dams classified with respect to their structural height are: The development of arch dams throughout history began with

189-689: The Salmon Creek Dam allowed for larger and taller dam designs. The dam was, therefore, revolutionary, and similar designs were soon adopted around the world, in particular by the U.S. Bureau of Reclamation . In 1920, the Swiss engineer and dam designer Alfred Stucky developed new calculation methods for arch dams, introducing the concept of elasticity during the construction of the Montsalvens arch dam in Switzerland, thereby improving

210-525: The U.S. Bureau of Reclamation developed a method of weight and stress distribution in the 1960s, and arch dam construction in the United States would see its last surge then with dams like the 143-meter double-curved Morrow Point Dam in Colorado, completed in 1968. By the late 20th century, arch dam design reached a relative uniformity in design around the world. Currently, the tallest arch dam in

231-428: The United States. Its NRHP application states that this was because three dams of this type failed: (1) Gem Lake Dam, St. Francis Dam (California), Lake Hodges Dam (California). None of these failures were inherently caused by the multiple arch design. The design of an arch dam is a very complex process. It starts with an initial dam layout, that is continually improved until the design objectives are achieved within

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252-614: The crest. A dam that is double-curved in both its horizontal and vertical planes may be called a dome dam . Arch dams with more than one contiguous arch or plane are described as multiple-arch dams . Early examples include the Roman Esparragalejo Dam with later examples such as the Daniel-Johnson Dam (1968) and Itaipu Dam (1982). However, as a result of the failure of the Gleno Dam shortly after it

273-400: The dam profile in the vertical direction by using a parabolic arch shape instead of a circular arch shape. Pensacola Dam , completed in the state of Oklahoma in 1940, was considered the longest multiple arch dam in the United States. Designed by W. R. Holway , it has 51 arches. and a maximum height of 150 ft (46 m) above the river bed. The total length of the dam and its sections

294-586: The design criteria. The main loads for which an arch dam is designed are: Other miscellaneous loads that affect a dam include: ice and silt loads, and uplift pressure. Most often, the arch dam is made of concrete and placed in a V-shaped valley. The foundation or abutments for an arch dam must be very stable and proportionate to the concrete. There are two basic designs for an arch dam: constant-radius dams , which have constant radius of curvature, and variable-radius dams , which have both upstream and downstream curves that systematically decrease in radius below

315-508: The mountains sides. In the early 20th century, the world's first variable-radius arch dam was built on the Salmon Creek near Juneau , Alaska . The Salmon Creek Dam's upstream face bulged upstream, which relieved pressure on the stronger, curved lower arches near the abutments. The dam also had a larger toe, which off-set pressure on the upstream heel of the dam, which now curved more downstream. The technology and economical benefits of

336-523: The world is the 305 metres (1,001 ft) Jingpin-I Dam in China , which was completed in 2013. The longest multiple arch with buttress dam in the world is the Daniel-Johnson Dam in Quebec , Canada . It is 214 meters (702 ft) high and 1,314 meters (4,311 ft) long across its crest. It was completed in 1968 and put in service in 1970. Pensacola Dam was one of the last multiple arch types built in

357-627: Was about 14 m (46 ft), and it consisted of two masonry walls. The Romans built it to supply nearby Glanum with water. The Monte Novo Dam in Portugal was another early arch dam built by the Romans in 300 AD. It was 5.7 metres (19 ft) high and 52 m long (171 ft), with a radius of 19 m (62 ft). The curved ends of the dam met with two winged walls that were later supported by two buttresses. The dam also contained two water outlets to drive mills downstream. The Dara Dam

378-402: Was another arch dam built by the Romans in which the historian Procopius would write of its design: "This barrier was not built in a straight line, but was bent into the shape of a crescent, so that the curve, by lying against the current of the river, might be able to offer still more resistance to the force of the stream." The Mongols also built arch dams in modern-day Iran. Their earliest

399-549: Was constructed in 1923, the construction of new multiple arch dams has become less popular. Contraction joints are normally placed every 20 m in the arch dam and are later filled with grout after the control cools and cures. Tibi Dam The Tibi Dam (in Spanish embalse de Tibi ) is a masonry dam on Monegre River about three kilometres (two miles) south of Tibi in Valencian Community , Spain . It

420-549: Was of masonry design and built in a very narrow canyon. The canyon was so narrow that its crest length is only 44% of its height. The dam is still erect, even though part of its lower downstream face fell off. The Tibi Dam in Tibi , Spain was a post-medieval arch dam built between 1579 and 1594 and the first in Europe since the Romans. The dam was 42.7 metres (140 ft) high and 65 metres (213 ft) long. This arch dam rests on

441-520: Was the Kebar Dam built around 1300, which was 26 m (85 ft) high and 55 m (180 ft) long, and had a radius of 35 m (115 ft). Their second dam was built around 1350 and is called the Kurit Dam . After 4 m (13 ft) was added to the dam in 1850, it became 64 m (210 ft) tall and remained the tallest dam in the world until the early 20th century. The Kurit Dam

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