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 47
... length Height of the test section Mean roughness height Keulegan - Carpenter number ( = UmaxT / D ) Maximum value of K to be encountered Length of the active force sleeve Length of each dummy end of cylinder Half length of the end plate ...
... length Height of the test section Mean roughness height Keulegan - Carpenter number ( = UmaxT / D ) Maximum value of K to be encountered Length of the active force sleeve Length of each dummy end of cylinder Half length of the end plate ...
Page 53
... length of the end plates ( Lendplt at both ends ) was only 1.46 times the diameter of the test cylinder . Assuming that the wake within a distance of one - ampli- tude on either side of the cylinder can exert a strong influ- ence on the ...
... length of the end plates ( Lendplt at both ends ) was only 1.46 times the diameter of the test cylinder . Assuming that the wake within a distance of one - ampli- tude on either side of the cylinder can exert a strong influ- ence on the ...
Page 264
... length of the projecting wall and the bouyancy chamber and total length of the device . The optimal values of these dimensions are as follows ; ( 1 ) Breadth ( b ) ; The optimum breadth is between about 11 % and 15 % of wave length of ...
... length of the projecting wall and the bouyancy chamber and total length of the device . The optimal values of these dimensions are as follows ; ( 1 ) Breadth ( b ) ; The optimum breadth is between about 11 % and 15 % of wave length of ...
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