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
... change occurred by the coastal drift sand . And , the shoreline has not reached the stable form yet , so AY will keep varying until shoreline will become a stable form from now on . AY of No.1 and No.3 changes periodically . In other ...
... change occurred by the coastal drift sand . And , the shoreline has not reached the stable form yet , so AY will keep varying until shoreline will become a stable form from now on . AY of No.1 and No.3 changes periodically . In other ...
Page 273
3. CAUSE OF BEACH EROSION AND PREDICTION OF SHORELINE CHANGES As the result of the field survey and the analysis of shoreline changes using the aerial photographs , the center of the beach was eroded because of the coastal drift sand ...
3. CAUSE OF BEACH EROSION AND PREDICTION OF SHORELINE CHANGES As the result of the field survey and the analysis of shoreline changes using the aerial photographs , the center of the beach was eroded because of the coastal drift sand ...
Page 274
... 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 the beach ...
... 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 the beach ...
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