Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 232
To facilitate wave height prediction , a number of reference locations are selected
to record time histories of tsunami waves . The longitude and latitude of the
selected reference locations are listed in Table 6 . In addition , figure 11 shows
the ...
To facilitate wave height prediction , a number of reference locations are selected
to record time histories of tsunami waves . The longitude and latitude of the
selected reference locations are listed in Table 6 . In addition , figure 11 shows
the ...
Page 233
22N 58E 66E Figure 16 : Maximum wave height of the tsunami as it travels
across the Indian Ocean Furthermore , Figure 15 presents tsunami travel time to
each reference location . For instance , the first tsunami wave will arrive after 15 ...
22N 58E 66E Figure 16 : Maximum wave height of the tsunami as it travels
across the Indian Ocean Furthermore , Figure 15 presents tsunami travel time to
each reference location . For instance , the first tsunami wave will arrive after 15 ...
Page 566
DNV guidelines exists , reference is made to the IEC61400 - 1 guideline . The
2005 edition of the GL ... DNV - OS - J101 lists other DNV offshore structural
design guidelines as normative references . Informative references are made to
other ...
DNV guidelines exists , reference is made to the IEC61400 - 1 guideline . The
2005 edition of the GL ... DNV - OS - J101 lists other DNV offshore structural
design guidelines as normative references . Informative references are made to
other ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine