Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 94
Page 109
a 2 2 ax + 2 a 2 ay = 0 ( 6 ) is the potential , and the velocity in the x and y direction is found from : аф and V ax ' y у аф ay ( 7 ) х In an irrotational flow field the Bernoulli equation is valid and reads : Fig .
a 2 2 ax + 2 a 2 ay = 0 ( 6 ) is the potential , and the velocity in the x and y direction is found from : аф and V ax ' y у аф ay ( 7 ) х In an irrotational flow field the Bernoulli equation is valid and reads : Fig .
Page 568
( 11 ) , who matched the local flow about the bilge corners with the exterior flowfield . The method is extended to six degrees of freedom in the present paper . tion of the behaviour of a model barge during flow visualisation ...
( 11 ) , who matched the local flow about the bilge corners with the exterior flowfield . The method is extended to six degrees of freedom in the present paper . tion of the behaviour of a model barge during flow visualisation ...
Page 577
( 11 ) , who matched the local flow about the bilge corners with the exterior flowfield . The method is extended to six degrees of freedom in the present paper . tion of the behaviour of a model barge during flow visualisation ...
( 11 ) , who matched the local flow about the bilge corners with the exterior flowfield . The method is extended to six degrees of freedom in the present paper . tion of the behaviour of a model barge during flow visualisation ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind