Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 18
Peak Period ( s ) 5 - Probability of occurrence of sea states in Figueira da Foz 8189 ) for the data grouped in classes of 0.5m of significant wave height and ls of spectra with more than two peaks in Figueira da Foz .
Peak Period ( s ) 5 - Probability of occurrence of sea states in Figueira da Foz 8189 ) for the data grouped in classes of 0.5m of significant wave height and ls of spectra with more than two peaks in Figueira da Foz .
Page 50
The distribution of the significant wave height in the most severe sea state during L years , Hmo 1 ( T ) , is then given by ; FHmoz ( h ) = ( FH.me ( 6 ) where qu ( 1 ) is the number of 7 - hour events during L years .
The distribution of the significant wave height in the most severe sea state during L years , Hmo 1 ( T ) , is then given by ; FHmoz ( h ) = ( FH.me ( 6 ) where qu ( 1 ) is the number of 7 - hour events during L years .
Page 185
( a ) RETURN PERIOD OF STORM PEAK Hs ( b ) DOMINANT WAVE PERIOD 17 106 100 - yr RETURN PERIOD ( YEARS ) DOMINANT PERIOD ( SEC ) 15 104 13 100 - yr 102 11 20 22 6 10 12 14 16 18 20 22 10 12 14 16 18 SIGNIFICANT WAVE HEIGHT ( M ) ...
( a ) RETURN PERIOD OF STORM PEAK Hs ( b ) DOMINANT WAVE PERIOD 17 106 100 - yr RETURN PERIOD ( YEARS ) DOMINANT PERIOD ( SEC ) 15 104 13 100 - yr 102 11 20 22 6 10 12 14 16 18 20 22 10 12 14 16 18 SIGNIFICANT WAVE HEIGHT ( M ) ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |