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 241
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA NUMERICAL VALIDATION OF THE GODA SPREAD PARAMETER OF EXTREME WAVE HEIGHT ...
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA NUMERICAL VALIDATION OF THE GODA SPREAD PARAMETER OF EXTREME WAVE HEIGHT ...
Page 555
Analysis Time - 22 MAR 2003 : 0653 PST Swell Height ( t ) - Southam California Bight storm . However , SOCAL shores are not blocked by storms from the Southern Hemisphere . Thus , wave energy west of the outer islands at locations like ...
Analysis Time - 22 MAR 2003 : 0653 PST Swell Height ( t ) - Southam California Bight storm . However , SOCAL shores are not blocked by storms from the Southern Hemisphere . Thus , wave energy west of the outer islands at locations like ...
Page 556
difference in wave energy flux density since it is proportional to significant wave height squared . Energy flux density in kW per meter of wave front is given by ( Haggerman , 2001 ; Nielsen , 2002 ) ; E ( kW / m ) = 0.422 HT ...
difference in wave energy flux density since it is proportional to significant wave height squared . Energy flux density in kW per meter of wave front is given by ( Haggerman , 2001 ; Nielsen , 2002 ) ; E ( kW / m ) = 0.422 HT ...
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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