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 56
na а wave potential is used , the cnoidal wave solution is obtained under the assumption , ( a ) the linear expression of the horizontal water particale velocity is substituted in the nonlinear terms of eqs .
na а wave potential is used , the cnoidal wave solution is obtained under the assumption , ( a ) the linear expression of the horizontal water particale velocity is substituted in the nonlinear terms of eqs .
Page 115
Two complementary integral equations result from the ' potential - based ' and ' source - based ' methods . Either approach can be used to solve for the velocity potential of the fluid motion . In the potential - based method , Green's ...
Two complementary integral equations result from the ' potential - based ' and ' source - based ' methods . Either approach can be used to solve for the velocity potential of the fluid motion . In the potential - based method , Green's ...
Page 256
The velocity is then given by the gradient of a velocity potential o , i.e. v = V0 , which satisfies the Laplace equation . ° 0 Vo is composed by a steady potential UX , due to the current and the stationary flow around the body , and a ...
The velocity is then given by the gradient of a velocity potential o , i.e. v = V0 , which satisfies the Laplace equation . ° 0 Vo is composed by a steady potential UX , due to the current and the stationary flow around the body , and a ...
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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