Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 53
Page 51
... range 2.5x105 < Re < 1x106 with k / D = 1/50 and 1/350 . Figures 1 and 2 , as well as the plot of Justesen's entire data , show that the variations of Cd and Cm with Re are indeed very weak , at least in the said K range . In the range ...
... range 2.5x105 < Re < 1x106 with k / D = 1/50 and 1/350 . Figures 1 and 2 , as well as the plot of Justesen's entire data , show that the variations of Cd and Cm with Re are indeed very weak , at least in the said K range . In the range ...
Page 59
... range of is between [ - , 1 , and the value range of is between [ , ] correspondingly . When = 0 , = TL / 2 . Applying the ' , the uniformed force coefficients Cp ' and CM ' are defined as CD ' = CD ( 1 - cos ' ' ) Cư ' = Cusin® ' ( 14 ) ...
... range of is between [ - , 1 , and the value range of is between [ , ] correspondingly . When = 0 , = TL / 2 . Applying the ' , the uniformed force coefficients Cp ' and CM ' are defined as CD ' = CD ( 1 - cos ' ' ) Cư ' = Cusin® ' ( 14 ) ...
Page 122
... ranges chosen to simulate P.M. spectrum , four different runs ( four different rms values of wave height ) were made in each range . From the measured water surface elevations , water surface spectrum ( realised ) , probability ...
... ranges chosen to simulate P.M. spectrum , four different runs ( four different rms values of wave height ) were made in each range . From the measured water surface elevations , water surface spectrum ( realised ) , probability ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
39 other sections not shown
Other editions - View all
Common terms and phrases
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