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 362
This concept was considered for Albacora's SPU - 2 ( 400 m water depth ) and SPU - 3 ( 900 m water depth ) . Meanwhile , the economy due to the quantity of wells to be drilled from its deck was not sufficient to come the bigger ...
This concept was considered for Albacora's SPU - 2 ( 400 m water depth ) and SPU - 3 ( 900 m water depth ) . Meanwhile , the economy due to the quantity of wells to be drilled from its deck was not sufficient to come the bigger ...
Page 691
250 240 230 220 V AZIMUTH ( DEGREE 210 200 190 180 QDF 20 O 10 30 40 a INCLINATION ( DEGREE I inirse Figure 7 - Azimuth Curves for Damaged Mooring Free Platform puration parametern ... hates Depth Line lenght : Prei - tension .
250 240 230 220 V AZIMUTH ( DEGREE 210 200 190 180 QDF 20 O 10 30 40 a INCLINATION ( DEGREE I inirse Figure 7 - Azimuth Curves for Damaged Mooring Free Platform puration parametern ... hates Depth Line lenght : Prei - tension .
Page 692
3 ) The area ratio CR increases when the water depth increases , in a intact or damaged condition with all the mooring lines . On the other hand , when some lines fail , the CR decreases with water depth .
3 ) The area ratio CR increases when the water depth increases , in a intact or damaged condition with all the mooring lines . On the other hand , when some lines fail , the CR decreases with water depth .
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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