Concrete/Masonry Dams: Difference between revisions
From ASDSO Dam Safety Toolbox
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==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Pocket Safety Guide for Dams and Impoundments (FEMA P-911)| Pocket Safety Guide for Dams and Impoundments (Federal Emergency Management Agency)]] | |||
{{Document Icon}} [[Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148)| Federal Guidelines for Dam Safety: Glossary of Terms (Federal Emergency Management Agency)]] | |||
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Revision as of 02:32, 16 September 2022
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| Photograph of Holtwood Dam, a concrete/masonry dam located along the Susquehanna River in south central Pennsylvania. (Wikipedia) |
Concrete/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 are labor-intensive and are less commonly used in modern dam construction than other types of dams.
Types of Concrete/Masonry Dams
Best Practices Resources
Pocket Safety Guide for Dams and Impoundments (Federal Emergency Management Agency)
Federal Guidelines for Dam Safety: Glossary of Terms (Federal Emergency Management Agency)
Citations:
Revision ID: 3312
Revision Date: 09/16/2022