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 269
... BEACH Koichi masuda Nihon University 7-24-1 Narashinodai , Funabashi - shi , Chiba , 274-8501 , Japan AY ( m ) € દ 40 AY ( m. Proceedings of OMAE'01 OMAE2001 / OSU - 5155 Takayuki Kumada Nihon University 7-24-1 Narashinodai , Funabashi ...
... BEACH Koichi masuda Nihon University 7-24-1 Narashinodai , Funabashi - shi , Chiba , 274-8501 , Japan AY ( m ) € દ 40 AY ( m. Proceedings of OMAE'01 OMAE2001 / OSU - 5155 Takayuki Kumada Nihon University 7-24-1 Narashinodai , Funabashi ...
Page 270
... beach was started in 1977 , and completed in 1991. As shown in Figure 2 ( a ) , ( b ) , there are artificial reef ( the type of perched beach ) and 2 curved groins at both ends of the beach , 1 straight groin at center of the beach . As ...
... beach was started in 1977 , and completed in 1991. As shown in Figure 2 ( a ) , ( b ) , there are artificial reef ( the type of perched beach ) and 2 curved groins at both ends of the beach , 1 straight groin at center of the beach . As ...
Page 272
... beach withdrew onshore . Because , it was considered that the defiladed space of the wave was formed by the curved groins . Photo 4 ( c ) shows the aerial photograph in 1993. The groin at the center of the beach had been removed , and ...
... beach withdrew onshore . Because , it was considered that the defiladed space of the wave was formed by the curved groins . Photo 4 ( c ) shows the aerial photograph in 1993. The groin at the center of the beach had been removed , and ...
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