A gravity dam is a dam constructed from concrete or stone masonry and designed to hold back water by using only the weight of the material and its resistance against the foundation. Gravity dams are designed so that each section of the dam is stable and independent of any other dam section.[1][2]
Gravity dams generally require stiff rock foundations of high bearing strength (slightly weathered to fresh), although in rare cases, they have been built on soil.
Stability of the dam primarily arises from the range of normal force angles viably generated by the foundation. Also, the stiff nature of a gravity dam structure endures differential foundation settlement poorly, as it can crack the dam structure.
The main advantage to gravity dams over embankments is the scour-resistance of concrete, which protects against damage from minor over-topping flows. Unexpected large over-topping flows are still a problem, as they can scour dam foundations. A disadvantage of gravity dams is that their large concrete structures are susceptible to destabilising uplift pressures relative to the surrounding soil. Uplift pressures can be reduced by internal and foundation drainage systems.
During construction, the exothermic curing of concrete can generate large amounts of heat. The poorly-conductive concrete then traps this heat in the dam structure for decades, expanding the plastic concrete and leaving it susceptible to cracking while cooling. It is the designer's task to ensure this does not occur.
Designedit
Gravity dams are built by first cutting away a large part of the land in one section of a river, allowing water to fill the space and be stored. Once the land has been cut away, the soil has to be tested to make sure it can support the weight of the dam and the water. It is important to make sure the soil will not erode over time, which would allow the water to cut a way around or under the dam. Sometimes the soil is sufficient to achieve these goals; however, other times it requires conditioning by adding support rocks which will bolster the weight of the dam and water. There are three different tests that can be done to determine the foundation's support strength: the Westergaard, Eulerian, and Lagrangian approaches.[3] Once the foundation is suitable to build on, construction of the dam can begin. Usually gravity dams are built out of a strong material such as concrete or stone blocks, and are built into a triangular shape to provide the most support.[4]
Classificationsedit
The most common classification of gravity dams is by the materials composing the structure:
hollow gravity dams, made of reinforced concrete: Braddock Dam
Composite dams are a combination of concrete and embankment dams.[5] Construction materials of composite dams are the same used for concrete and embankment dams.
Gravity dams can be classified with respect to their structural height:
Low, up to 100 feet.
Medium high, between 100 and 300 feet.
High, over 300 feet.
Earthquakesedit
Gravity dams are built to withstand some of the strongest earthquakes. Even though the foundation of a gravity dam is built to support the weight of the dam and all the water, it is quite flexible in that it absorbs a large amount of energy and sends it into the Earth's crust. It needs to be able to absorb the energy from an earthquake because, if the dam were to break, it would send a mass amount of water rushing downstream and destroy everything in its way. Earthquakes are the biggest danger to gravity dams and that is why, every year and after every major earthquake, they must be tested for cracks, durability, and strength. Although gravity dams are expected to last anywhere from 50–150 years, they need to be maintained and regularly replaced.[7]
Referencesedit
^Design of Gravity Dams, Bureau of Reclamation, 1976
^Design of Small Dams, Bureau of Reclamation, 1987
^Design of gravity dams: Design manual for concrete gravity dams. Denver, CO: US Dept. of the Interior. 1976.
^Khosravi, S (2015). Design and Modal Analysis of Gravity Dams by Ansys Parametric Design Language. Nakhon Si Thammarat, Thailand: Walailak Journal of Science & Technology.
^"Discuss in your own words at least three major superior features of gravity dam over embankment type of dams. What is the common weakness..." Quora. Retrieved 2023-10-16.
^Gravity Dam Design, US Army Corps of Engineers, EM 1110-2-2200, June 1995
^Lucian, G (1986). Earthquake analysis and response of concrete gravity dams. US Army Corps of Engineers. ISBN0943198070.
Bibliographyedit
Kollgaardand, E.B.; Chadwick, W.L. (1988). Development of Dam Engineering in the United States. US Committee of the International Commission on Large Dams.
Dams of the United States - Pictorial display of Landmark Dams. Denver, Colorado: US Society on Dams. 2013.
May 08, 2024
gravity, this, article, needs, additional, citations, verification, please, help, improve, this, article, adding, citations, reliable, sources, unsourced, material, challenged, removed, find, sources, news, newspapers, books, scholar, jstor, april, 2019, learn. This article needs additional citations for verification Please help improve this article by adding citations to reliable sources Unsourced material may be challenged and removed Find sources Gravity dam news newspapers books scholar JSTOR April 2019 Learn how and when to remove this message A gravity dam is a dam constructed from concrete or stone masonry and designed to hold back water by using only the weight of the material and its resistance against the foundation Gravity dams are designed so that each section of the dam is stable and independent of any other dam section 1 2 Willow Creek Dam in Oregon a roller compacted concrete gravity dam Contents 1 Characteristics 2 Design 3 Classifications 4 Earthquakes 5 References 6 BibliographyCharacteristics editGravity dams generally require stiff rock foundations of high bearing strength slightly weathered to fresh although in rare cases they have been built on soil Stability of the dam primarily arises from the range of normal force angles viably generated by the foundation Also the stiff nature of a gravity dam structure endures differential foundation settlement poorly as it can crack the dam structure The main advantage to gravity dams over embankments is the scour resistance of concrete which protects against damage from minor over topping flows Unexpected large over topping flows are still a problem as they can scour dam foundations A disadvantage of gravity dams is that their large concrete structures are susceptible to destabilising uplift pressures relative to the surrounding soil Uplift pressures can be reduced by internal and foundation drainage systems During construction the exothermic curing of concrete can generate large amounts of heat The poorly conductive concrete then traps this heat in the dam structure for decades expanding the plastic concrete and leaving it susceptible to cracking while cooling It is the designer s task to ensure this does not occur Design editGravity dams are built by first cutting away a large part of the land in one section of a river allowing water to fill the space and be stored Once the land has been cut away the soil has to be tested to make sure it can support the weight of the dam and the water It is important to make sure the soil will not erode over time which would allow the water to cut a way around or under the dam Sometimes the soil is sufficient to achieve these goals however other times it requires conditioning by adding support rocks which will bolster the weight of the dam and water There are three different tests that can be done to determine the foundation s support strength the Westergaard Eulerian and Lagrangian approaches 3 Once the foundation is suitable to build on construction of the dam can begin Usually gravity dams are built out of a strong material such as concrete or stone blocks and are built into a triangular shape to provide the most support 4 Classifications editThe most common classification of gravity dams is by the materials composing the structure Concrete dams include mass concrete dams made of conventional concrete Dworshak Dam Grand Coulee Dam Roller Compacted Concrete RCC Willow Creek Dam Oregon Upper Stillwater Dam masonry Aswan Low Dam Pathfinder Dam Cheesman Dam hollow gravity dams made of reinforced concrete Braddock Dam Composite dams are a combination of concrete and embankment dams 5 Construction materials of composite dams are the same used for concrete and embankment dams Gravity dams can be classified by plan shape Most gravity dams are straight Grand Coulee Dam Some masonry and concrete gravity dams have the dam axis curved Shasta Dam Cheesman Dam to add stability through arch action 6 Gravity dams can be classified with respect to their structural height Low up to 100 feet Medium high between 100 and 300 feet High over 300 feet Earthquakes editGravity dams are built to withstand some of the strongest earthquakes Even though the foundation of a gravity dam is built to support the weight of the dam and all the water it is quite flexible in that it absorbs a large amount of energy and sends it into the Earth s crust It needs to be able to absorb the energy from an earthquake because if the dam were to break it would send a mass amount of water rushing downstream and destroy everything in its way Earthquakes are the biggest danger to gravity dams and that is why every year and after every major earthquake they must be tested for cracks durability and strength Although gravity dams are expected to last anywhere from 50 150 years they need to be maintained and regularly replaced 7 References edit Design of Gravity Dams Bureau of Reclamation 1976 Design of Small Dams Bureau of Reclamation 1987 Design of gravity dams Design manual for concrete gravity dams Denver CO US Dept of the Interior 1976 Khosravi S 2015 Design and Modal Analysis of Gravity Dams by Ansys Parametric Design Language Nakhon Si Thammarat Thailand Walailak Journal of Science amp Technology Discuss in your own words at least three major superior features of gravity dam over embankment type of dams What is the common weakness Quora Retrieved 2023 10 16 Gravity Dam Design US Army Corps of Engineers EM 1110 2 2200 June 1995 Lucian G 1986 Earthquake analysis and response of concrete gravity dams US Army Corps of Engineers ISBN 0943198070 Bibliography editKollgaardand E B Chadwick W L 1988 Development of Dam Engineering in the United States US Committee of the International Commission on Large Dams Dams of the United States Pictorial display of Landmark Dams Denver Colorado US Society on Dams 2013 Retrieved from https en wikipedia org w index php title Gravity dam amp oldid 1195298395, wikipedia, wiki, book, books, library,
