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
The curved groins were completed , and 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 ...
The curved groins were completed , and 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 ...
Page 273
The immovable point of shoreline changes moves 70m to the west curved groin
as compared with present . The amount of recession of shoreline is maximum at
Y = - 11 . 4m ( X = 958m ) and that of forward of shoreline is maximum at Y = 327 .
The immovable point of shoreline changes moves 70m to the west curved groin
as compared with present . The amount of recession of shoreline is maximum at
Y = - 11 . 4m ( X = 958m ) and that of forward of shoreline is maximum at Y = 327 .
Page 274
( 4 ) The result of the numerical analysis shows that the shoreline at the erosion
and the sedimentation area in 2027 is about 2 times of the present value , in case
that there is not the Y - shaped groin . Consequently , the retreating shoreline ...
( 4 ) The result of the numerical analysis shows that the shoreline at the erosion
and the sedimentation area in 2027 is about 2 times of the present value , in case
that there is not the Y - shaped groin . Consequently , the retreating shoreline ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
30 other sections not shown
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amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |