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 6
5 WAVE HEIGHTS AND WAVE PERIODS a 7 , mean of T / Tc , is a function of e close to 1.0 , Tc is the mean time interval ... case the wave length is approached by the deep water wave length formula , L 1.5672 where T is the wave period ...
5 WAVE HEIGHTS AND WAVE PERIODS a 7 , mean of T / Tc , is a function of e close to 1.0 , Tc is the mean time interval ... case the wave length is approached by the deep water wave length formula , L 1.5672 where T is the wave period ...
Page 50
3.1 Definition of a storm event It is assumed that a stationary sea state is reasonably well characterized by the significant wave height and the spectral peak period . A storm event is modelled as a sequence of stationary sea states ...
3.1 Definition of a storm event It is assumed that a stationary sea state is reasonably well characterized by the significant wave height and the spectral peak period . A storm event is modelled as a sequence of stationary sea states ...
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 |