Arch-gravity dam

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Arch-gravity Hoover Dam architectural plans Hoover-dam-contour-map.jpg
Arch-gravity Hoover Dam architectural plans

An arch-gravity dam or arched dam is a dam with the characteristics of both an arch dam and a gravity dam. It is a dam that curves upstream in a narrowing curve that directs most of the water pressure against the canyon rock walls, providing the force to compress the dam. It combines the strengths of two common dam forms and is considered a compromise between the two. They are made of conventional concrete, roller-compacted concrete (RCC), or masonry. A typical example of the conventional concrete dam is the Hoover Dam. Changuinola Dam is an example of the RCC arch-gravity dam. A gravity dam requires a large volume of internal fill. [1] An arch-gravity dam can be thinner than the pure gravity dam and requires less internal fill. [2]

Contents

Overview

Hoover Dam from the air Hoover dam from air.jpg
Hoover Dam from the air

Arch-gravity dams are dams that resist the thrust of water by their weight using the force of gravity and the arch action. [3]

An arch-gravity dam incorporates the arch's curved design which is effective in supporting the water in narrow, rocky locations where the gorge's sides are of hard rock and the water is forced into a narrow channel. Therefore, the span needed for the dam is also relatively narrow, and the dam's curved design effectively holds the water back while using less construction material compared to a pure arch dam or gravity dam. [4] These dams are more reliable than arch dams. Typically, arch-gravity dams are built in canyon-like terrain, with the surrounding cliffs serving as supporting walls. [5] An arch-shaped bank-fill dam reduces the overall mass of the structure and the cost of construction compared to purely gravity dams. Arch dams and arch-gravity dams are most commonly used in hydraulic structures of more than 100 m in height.[ citation needed ]

See also

Footnotes

  1. Samartín, Avelino; Fuente Martín, Pablo de la; Plaza, Luis F.; Penas, Jesús (1998). "Preliminary design of symmetric arch-gravity dams". In Berga, L. (ed.). Dam Safety: Proceedings of the International Symposium on New Trends and Guidelines on Dam Safety, Barcelona, Spain, 17–19 June 1998. Balkema. pp. 425–432. ISBN   978-90-5410-975-4.
  2. "Arch Gravity dam". U.S. Bureau of Reclamation. Archived from the original on 25 December 2007. Retrieved 2007-12-27.
  3. "Glossary onf Engineering Words - Gravity dam". pbs.org. Archived from the original on 30 December 2007. Retrieved 2007-12-28.
  4. "Dam Basics". pbs.org. Archived from the original on 3 December 2007. Retrieved 2007-12-27.
  5. "Bureau of Reclamation Engineering Achievements". nps.gov. Retrieved 2022-11-17.

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