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
... water inside the reef is generally very shallow . A deep - water wave deforms at the reef through the influence of the water depth . The wave moves over the top of the reef and is influenced by the shallow depth of the water . If there ...
... water inside the reef is generally very shallow . A deep - water wave deforms at the reef through the influence of the water depth . The wave moves over the top of the reef and is influenced by the shallow depth of the water . If there ...
Page 315
... Water 5m Depth 8.0E + 06 6.0E + 06 4.0E + 06 2.0E + 06 0.0E + 00 Figure 3. Calculation model Weather Side Center Lee Side m -1.0 -0.5 0.0 ( wave period = 14sec , incident angle 0.5 1.0 = 65deg . ) Figure 4. Distribution of longitudinal ...
... Water 5m Depth 8.0E + 06 6.0E + 06 4.0E + 06 2.0E + 06 0.0E + 00 Figure 3. Calculation model Weather Side Center Lee Side m -1.0 -0.5 0.0 ( wave period = 14sec , incident angle 0.5 1.0 = 65deg . ) Figure 4. Distribution of longitudinal ...
Page 321
... WATER DEPTH AND TOPOGRAPHY Eiichi Watanabe Dept. of Civil Engineering Kyoto University Kyoto 606-8501 , Japan watanabe @ straix.kuciv.kyoto-u.ac.jp Table 1. PERFORMANCE OF THE FAST MULTIPOLE METHOD AND THE. Proceedings of OMAE'01 ...
... WATER DEPTH AND TOPOGRAPHY Eiichi Watanabe Dept. of Civil Engineering Kyoto University Kyoto 606-8501 , Japan watanabe @ straix.kuciv.kyoto-u.ac.jp Table 1. PERFORMANCE OF THE FAST MULTIPOLE METHOD AND THE. Proceedings of OMAE'01 ...
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