Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 314
Wave Reef edge Reef face Atoll Reef top Figure 1. Typical reef shape Floating structure Ring reef 1km . Figure 2. Conceptual design model of a floating airport in a ring reef out on the elastic response of floating structures and the ...
Wave Reef edge Reef face Atoll Reef top Figure 1. Typical reef shape Floating structure Ring reef 1km . Figure 2. Conceptual design model of a floating airport in a ring reef out on the elastic response of floating structures and the ...
Page 317
... reef were determined through hydraulic model tests carried out at the Port and Harbour Research Institute ( PHRI ) ... reef H13 6.3m d ) Significant wave period inside the reef T1 / 3 = 19s e ) Water depth inside the reef h = 5m The ratio ...
... reef were determined through hydraulic model tests carried out at the Port and Harbour Research Institute ( PHRI ) ... reef H13 6.3m d ) Significant wave period inside the reef T1 / 3 = 19s e ) Water depth inside the reef h = 5m The ratio ...
Page 332
... reef is sinusoidal wave . Although inside the reef , wave profile becomes very complicated due to the wave deformation by the reef topography . As for irregular waves , long period wave components are also seen in the wave inside the reef ...
... reef is sinusoidal wave . Although inside the reef , wave profile becomes very complicated due to the wave deformation by the reef topography . As for irregular waves , long period wave components are also seen in the wave inside the reef ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind