Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 247
The strongly non - linear relative wave motions at the bow can come above the
freeboard of the vessel and result in green water flow onto the deck . To design
an FPSO against green water , it is important to know the amount of green water ...
The strongly non - linear relative wave motions at the bow can come above the
freeboard of the vessel and result in green water flow onto the deck . To design
an FPSO against green water , it is important to know the amount of green water ...
Page 248
However , there is also a significant effect of the bow flare on the flow onto the
deck . With a small flare angle the vertical wall of water translates gradually and
with an almost constant speed onto the deck in the early stages . When more bow
...
However , there is also a significant effect of the bow flare on the flow onto the
deck . With a small flare angle the vertical wall of water translates gradually and
with an almost constant speed onto the deck in the early stages . When more bow
...
Page 249
rery close to the measurements with another heading or with urrent speed . u = 2
Vgh ( 3 ) Also a fit through the measurement of the form : GREEN WATER FLOW
ON THE DECK ura , Vh Flow patterns and velocities over the deck As soon as ...
rery close to the measurements with another heading or with urrent speed . u = 2
Vgh ( 3 ) Also a fit through the measurement of the form : GREEN WATER FLOW
ON THE DECK ura , Vh Flow patterns and velocities over the deck As soon as ...
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Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |
A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |
Copyright | |
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Common terms and phrases
amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind