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 119
Upper half of table is for a depth of 40m , and lower half is for a depth of 450m .
20.0 20.0 ( a ) ( a ) 15.0 15.0. Partition Radius : Free - Surface Panels : 112m
4928 120m 6368 140m 9728 160m 13568 180m 17888 200m 22688 ka Mode 3
...
Upper half of table is for a depth of 40m , and lower half is for a depth of 450m .
20.0 20.0 ( a ) ( a ) 15.0 15.0. Partition Radius : Free - Surface Panels : 112m
4928 120m 6368 140m 9728 160m 13568 180m 17888 200m 22688 ka Mode 3
...
Page 362
In order to be competitive with other sorts of SPUs , it is necessary to have a large
quantity of wells drilled from the deck of this structure , This concept was
considered for Albacora's SPU - 2 ( 400 m water depth ) and SPU - 3 ( 900 m
water ...
In order to be competitive with other sorts of SPUs , it is necessary to have a large
quantity of wells drilled from the deck of this structure , This concept was
considered for Albacora's SPU - 2 ( 400 m water depth ) and SPU - 3 ( 900 m
water ...
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 . 4 ) Because of the strong relation
...
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 . 4 ) Because of the strong relation
...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
Copyright | |
47 other sections not shown
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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 incident 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