Chapter
Apr 26, 2012
Manipulating Harbor Geometries to Defeat Long Wave Agitation Problems
Publication: Ports 2007: 30 Years of Sharing Ideas: 1977-2007
Abstract
Reducing or eliminating long period swell wave effects in harbors has long been a problem. The longer period action has the ability to penetrate deeply into basins and can cause harmonic seiching action if the wave lengths are tuned to the basin dimensions. Various techniques have been attempted to dampen or reduce the swell action including: large breakwaters, creating entrance channels with resonators, or devising wave damping shoreline edges. For the design of a new marina in Costa Rica, these traditional solutions were considered, and in most cases, discarded due to extreme water depth issues limiting what could be constructed, and also concern about triggering harbor resonance. The solution for defeating the problem laid in the careful consideration of the specific geometry designed for the marina harbor.
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Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Basins
- Bodies of water (by type)
- Breakwaters
- Coastal protection structures
- Continuum mechanics
- Damping
- Design (by type)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Fluid mechanics
- Geometrics
- Highway and road design
- Hydraulic engineering
- Hydraulic structures
- Hydrologic engineering
- Long waves
- Ports and harbors
- Solid mechanics
- Structural dynamics
- Structural engineering
- Structures (by type)
- Water and water resources
- Water management
- Wave action
- Waves (fluid mechanics)
Authors
Affiliations
P.E.
The RETEC Group Inc., 401 Harris Avenue, Bellingham, WA 98225. E-mail: [email protected]
Watermark S.A., Apdo, 1147-1007, Saana Sur, San Jose, Costa Rica. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.