An arch dam is a concrete dam that is curved upstream in plan.[1] The arch dam is designed so that the force of the water against it, known as hydrostatic pressure, presses against the arch, causing the arch to straighten slightly and strengthening the structure as it pushes into its foundation or abutments. An arch dam is most suitable for narrow canyons or gorges with steep walls of stable rock to support the structure and stresses.[2] Since they are thinner than any other dam type, they require much less construction material, making them economical and practical in remote areas.

The Katse Dam, a 185 m high concrete arch dam in Lesotho.
The Morrow Point Dam is a double-curvature arch dam.
The Idukki Dam in Kerala, India is a double-curvature arch dam

Classification edit

In general, arch dams are classified based on the ratio of the base thickness to the structural height (b/h) as:[1]

  • Thin, for b/h less than 0.2,
  • Medium-thick, for b/h between 0.2 and 0.3, and
  • Thick, for b/h ratio over 0.3.

Arch dams classified with respect to their structural height are:[1]

  • Low dams up to 100 feet (30 m),
  • Medium high dams between 100–300 ft (30–91 m),
  • High dams over 300 ft (91 m).

History edit

Shāh Abbās Arch near Kurit Dam – 14th century

The development of arch dams throughout history began with 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.[3][4][5] The dam was about 12 metres (39 ft) high and 18 metres (59 ft) in length. Its radius 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.[6]

The Dara Dam 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."[3]

The Mongols also built arch dams in modern-day Iran. Their earliest 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 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.[4]

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 the mountains sides.[4]

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 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.[4]

In 1920, the Swiss engineer and dam designer Alfred Stucky developed new calculation methods for arch dams,[7] introducing the concept of elasticity during the construction of the Montsalvens arch dam in Switzerland, thereby improving the dam profile in the vertical direction by using a parabolic arch shape instead of a circular arch shape.

The Enguri Dam in the Caucasus of Georgia.

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 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.[8]

Arch dam designs would continue to test new limits and designs such as the double- and multiple-curve. Alfred Stucky and 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.[9] By the late 20th century, arch dam design reached a relative uniformity in design around the world.[4] Currently, the tallest arch dam in the world is the 305 metres (1,001 ft) Jingpin-I Dam in China, which was completed in 2013.[10] 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.[11]

Pensacola Dam was one of the last multiple arch types built in 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.[8]

Design edit

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 the design criteria.[1][12]

Loads edit

The main loads for which an arch dam is designed are:[1][12]

  • Dead load
  • Hydrostatic load generated by the reservoir and the tailwater
  • Temperature load
  • Earthquake load

Other miscellaneous loads that affect a dam include: ice and silt loads, and uplift pressure.[1] [12]

The Idukki Dam in Kerala, India.

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 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 was constructed in 1923, the construction of new multiple arch dams has become less popular.[13]

Contraction joints are normally placed every 20 m in the arch dam and are later filled with grout after the control cools and cures.[14]

Types edit

Constant radii arch dam
the upstream face of the dam has a constant radius making it a linear shape face throughout the height of the dam. But the inner curves their radius reduces as we move down from top elevation to bottom and thus in cross-section it makes a shape of the triangle.
Variable arch dam
the radius of both inner and outer faces of the dam arch varies from bottom to top. The radius of the arch is greatest at the top and lowest at lower elevations. The central angle of the arch is also widened as we move upside.
Constant angle arch dam
this is the most economical in construction. However, for the third type of arch dam stronger foundation is required as it involves overhangs at the abutment sections. The constant angle arch dam is that in which the central angles of the horizontal arch rings are of the same magnitude at all elevations.

Examples of arch dams edit

El Atazar Dam, near Madrid

See also edit

References edit

  1. ^ a b c d e f Design of Arch Dams - Design Manual for Concrete Arch Dams, Denver Colorado: Bureau of Reclamation, 1977
  2. ^ "Arch Dam Forces". PBS. Archived from the original on 5 February 2007. Retrieved 5 February 2007.
  3. ^ a b Smith, Norman (1971), A History of Dams, London: Peter Davies, ISBN 0-432-15090-0
  4. ^ a b c d e "Key Developments in the History of Arch Dams". Cracking Dams. SimScience. Archived from the original on July 28, 2012. Retrieved 20 September 2018. from
  5. ^ Patrick JAMES, Hubert CHANSON. "Historical Development of Arch Dams. From Cut-Stone Arches to Modern Concrete Designs". Retrieved 18 July 2010.
  6. ^ Chaason, Hubert. "EXTREME RESERVOIR SEDIMENTATION IN AUSTRALIA: A REVIEW" (PDF). Resources Journal. p. 101. Retrieved 18 July 2010.
  7. ^ Chen, Sheng-Hong (2015-06-09). Hydraulic Structures. Springer. ISBN 9783662473313.
  8. ^ a b " National Register of Historic Places. Pensacola Dam". Archived 2010-06-26 at the Wayback Machine Accessed January 3, 2016.
  9. ^ "Arch Dam Design Concepts and Criteria". Durham University. Retrieved 18 July 2010.
  10. ^ "The world's highest arch dam Jinping first production unit" (in Chinese). Economic Times Network. 2 September 2013. Archived from the original on 9 September 2013. Retrieved 9 September 2013.
  11. ^ Guimont, Andréanne (3 August 2010). "Manic 5 : colossal témoin du génie québécois en hydroélectricité". Archived from the original on 17 August 2010. Retrieved 30 September 2010.
  12. ^ a b c Arch Dam Design - Engineering Manual EM 1110-2-2201, Washington DC: U.S.Army Corps of Engineers, 1994
  13. ^ Herzog, Max A. M. (1999). Practical Dam Analysis. London: Thomas Telford Publishing. pp. 115, 119–126. ISBN 3-8041-2070-9.
  14. ^ "Contraction Joints". Arch Dams. Durham University. Retrieved 18 July 2010.

External links edit