Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA OBSERVATIONS OF BREAKING AND GROUPING OF SEA WAVES Huaxing Liu College of ...
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA OBSERVATIONS OF BREAKING AND GROUPING OF SEA WAVES Huaxing Liu College of ...
Page 281
9 CONCLUSIONS Field observations of wave breaking by passive acoustics and wave groups at Bohai Sea is discussed in this paper . Two broadband hydrophones are employed to track breaking waves by passive detection of naturally generated ...
9 CONCLUSIONS Field observations of wave breaking by passive acoustics and wave groups at Bohai Sea is discussed in this paper . Two broadband hydrophones are employed to track breaking waves by passive detection of naturally generated ...
Page 286
( 2001 ) discovered upon use of this breaking criterion that it caused breaking to initiate too far offshore and proposed an improvement to the criterion . It was proposed that a lower limit be placed on H to avoid this from occurring .
( 2001 ) discovered upon use of this breaking criterion that it caused breaking to initiate too far offshore and proposed an improvement to the criterion . It was proposed that a lower limit be placed on H to avoid this from occurring .
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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amplitude analysis applied approach ASME blade body bottom boundary breaking breakwater calculated coefficient compared computed connection considered Copyright density depth direction displacement distribution effect element elevation energy Engineering equation estimated experimental experiments factor failure Figure floating flow fluid force foundation frequency function given grout increase installed International length limited linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pipe position potential predicted present pressure problem ratio REFERENCES relative Research respectively response risk rotor scale scour shown shows significant simulation solution speed standard stress structure submerged surface Table Technology theory unit University velocity vertical wave wave height wind turbine