Buttress Dams: Difference between revisions
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<noautolinks>==Best Practices Resources==</noautolinks> | <noautolinks>==Best Practices Resources==</noautolinks> | ||
{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 10- Other Dams|Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 10- Other Dams | {{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 10- Other Dams | Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 10- Other Dams, FERC, 1997]] | ||
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Revision as of 21:17, 13 December 2022
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| A diagram displaying how forces are transferred through the structure's buttress design. (USBR, 2019) |
A buttress dam is a specific type of gravity dam in which the large mass of concrete or masonry is reduced, and the forces are diverted to the dam foundation through vertical or sloping buttresses. Buttress dams are also referred to as multiple arch dams or Ambursen dams after engineer Nils F. Ambursen who developed and patented the design technique in the early 1900's.
Life Cycle of Buttress Dams
Best Practices Resources
Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 10- Other Dams, FERC, 1997
Revision ID: 5443
Revision Date: 12/13/2022