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 363
This solution ill be considered when planning Albacora Phase III and Marlim Phase II development , SUBSEA SYSTEM PRODUCTION AND EXPORT RISERS were Several configurations of subsea systems studied to be used in the Albacora and Marlim ...
This solution ill be considered when planning Albacora Phase III and Marlim Phase II development , SUBSEA SYSTEM PRODUCTION AND EXPORT RISERS were Several configurations of subsea systems studied to be used in the Albacora and Marlim ...
Page 475
Sun and Qiu ( 1988 ) considered the compressibility of both soil skeleton and pore water and obtained the wave force acting on the bottom of a circular cylinder resting on an elastic porous seabed . In this paper , the wave seepage ...
Sun and Qiu ( 1988 ) considered the compressibility of both soil skeleton and pore water and obtained the wave force acting on the bottom of a circular cylinder resting on an elastic porous seabed . In this paper , the wave seepage ...
Page 181
The pretension is considered to be independent in each seastate of the 13 hour storm , but it is assumed that the distribution type and its mean value and c.o.v. remain constant . It is noted that nonlinear effects can reset the ...
The pretension is considered to be independent in each seastate of the 13 hour storm , but it is assumed that the distribution type and its mean value and c.o.v. remain constant . It is noted that nonlinear effects can reset the ...
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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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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