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 272
... shoreline around the curved groins moved offshore , and it around the center of the 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 ...
... shoreline around the curved groins moved offshore , and it around the center of the 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 ...
Page 273
... shoreline has not reached the stable shape yet . We predicted the stable shoreline in the future using the numerical analysis . As for the numerical analysis , we used the modified Hsu's beach transformation model calculating the stable ...
... shoreline has not reached the stable shape yet . We predicted the stable shoreline in the future using the numerical analysis . As for the numerical analysis , we used the modified Hsu's beach transformation model calculating the stable ...
Page 274
... shoreline changes using the aerial photographs , and predicted the stable shoreline in the future using the modified Hsu's model . The results of the investigation are summarized as follows : ( 1 ) As the result of the field survey of ...
... shoreline changes using the aerial photographs , and predicted the stable shoreline in the future using the modified Hsu's model . The results of the investigation are summarized as follows : ( 1 ) As the result of the field survey of ...
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