Structural Design Considerations: Difference between revisions
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In addition to the global [[stability]] of a dam, individual components and appurtenances that are critical to safe dam [[operation]] must be structurally sound during all design loading conditions. | In addition to the global [[stability]] of a dam, individual components and appurtenances that are critical to safe dam [[operation]] must be structurally sound during all design [[Loading Conditions|loading conditions]]. | ||
==Related Topics== | ==Related Topics== | ||
* [[Reinforced Concrete]] | * [[Reinforced Concrete]] | ||
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==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000)|Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000) | {{Document Icon}} [[Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000) | Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000), USACE, 1994]] | ||
==Trainings== | ==Trainings== | ||
Revision as of 20:31, 20 December 2022
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| Structural concrete spillway consisting of a labyrinth weir, chute and USBR Type III stilling basin. |
In addition to the global stability of a dam, individual components and appurtenances that are critical to safe dam operation must be structurally sound during all design loading conditions.
Related Topics
- Reinforced Concrete
- Mass Concrete
- Roller Compacted Concrete
- Structural Steel
- Water Tightness
- Anchorage
- Serviceability
- Gates/Bulkheads
- Conduits & Outlet Works
Best Practices Resources
Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000), USACE, 1994
Trainings
On-Demand Webinar: Concrete Construction - Issues and Remedies
On-Demand Webinar: Uplift and Drainage for Concrete Dams and Spillways
Citations:
Revision ID: 6104
Revision Date: 12/20/2022