Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 93
... pile in group to that on a single pile is defined as the transverse grouping - pile factor , KCL . Both the transverse coefficients CLG and the KGL for each pile in array are varied with the relative pile distance and KC number and ...
... pile in group to that on a single pile is defined as the transverse grouping - pile factor , KCL . Both the transverse coefficients CLG and the KGL for each pile in array are varied with the relative pile distance and KC number and ...
Page 94
... piles in array . The plots of Kc versus KC number and pile spacing were given for each pile in array of side - by - side and tandem arrangment . But the relationships between Kc and Reynolds number were dependent on the diameter of pile ...
... piles in array . The plots of Kc versus KC number and pile spacing were given for each pile in array of side - by - side and tandem arrangment . But the relationships between Kc and Reynolds number were dependent on the diameter of pile ...
Page 96
... Pile arrangement Single pile ; Two piles in side - by - side and tandem 1 / D - 1.25 , 1.5 , 2.0 , 3.0 , 4.0 , 8.0 Wave Elevation ( cm ) ( a ) Inline Force. force However , the Here the peak Ministry of Communications , their gratitude ...
... Pile arrangement Single pile ; Two piles in side - by - side and tandem 1 / D - 1.25 , 1.5 , 2.0 , 3.0 , 4.0 , 8.0 Wave Elevation ( cm ) ( a ) Inline Force. force However , the Here the peak Ministry of Communications , their gratitude ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height