Concrete/Masonry Dams: Difference between revisions
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*[[Arch Dams]] | *[[Arch Dams]] | ||
<noautolinks>==Best Practices Resources==</noautolinks>{{Document Icon}} [[Pocket Safety Guide for Dams and Impoundments (FEMA P-911)| Pocket Safety Guide for Dams and Impoundments ( | <noautolinks>==Best Practices Resources==</noautolinks> | ||
{{Document Icon}} [[Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148)| Federal Guidelines for Dam Safety: Glossary of Terms ( | {{Document Icon}} [[Pocket Safety Guide for Dams and Impoundments (FEMA P-911) | Pocket Safety Guide for Dams and Impoundments (FEMA P-911), FEMA, 2016]] | ||
{{Document Icon}} [[Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148) | Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148), FEMA, 2004]] | |||
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Revision as of 20:39, 13 December 2022
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| Photograph of Holtwood Dam, a concrete gravity dam located along the Susquehanna River in south central Pennsylvania. (Wikipedia) |
Concrete and masonry dams are constructed as either gravity dams, buttress dams, or arch dams depending on how they maintain structural stability. Concrete dams can be constructed using either conventional concrete or roller-compacted concrete (RCC). Masonry dams are constructed using stone, brick, or other masonry units joined together using mortar. Construction of masonry dams is labor-intensive and is less common in modern dam construction than other types of dams.
Types of Concrete/Masonry Dams
Best Practices Resources
Pocket Safety Guide for Dams and Impoundments (FEMA P-911), FEMA, 2016
Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148), FEMA, 2004
Citations:
Revision ID: 5419
Revision Date: 12/13/2022