Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 74
... pressure pattern is shown in Fig.2 . The strong impact pressure ( Fig.2c ) is about triple of the normal wave pressure , its period is about 1/7 to 1/20 sec . In addition to the breakwater of 2nd entrance of Keelung Harbor , the varying ...
... pressure pattern is shown in Fig.2 . The strong impact pressure ( Fig.2c ) is about triple of the normal wave pressure , its period is about 1/7 to 1/20 sec . In addition to the breakwater of 2nd entrance of Keelung Harbor , the varying ...
Page 487
... pressure distributions have a good accuracy . Fig.5 shows the pressure distributions in phase with the inertia force and Fig.6 shows ones out of phase with it ( i.e. in phase with the drag force ) . In Figs . 5 and 6 A , B and C ...
... pressure distributions have a good accuracy . Fig.5 shows the pressure distributions in phase with the inertia force and Fig.6 shows ones out of phase with it ( i.e. in phase with the drag force ) . In Figs . 5 and 6 A , B and C ...
Page 579
... pressure transducers to measure wave height has been practiced for the past forty years . Wave heights are usually predicted from pressure records utilizing theoretical relationships obtained from classical linear ( Airy ) wave theory ...
... pressure transducers to measure wave height has been practiced for the past forty years . Wave heights are usually predicted from pressure records utilizing theoretical relationships obtained from classical linear ( Airy ) wave theory ...
Contents
HYDRODYNAMIC FORCES | 1 |
WaveCurrent Force on Horizontal Cylinder | 7 |
Tensions on Silt Curtains in Currents and Waves | 13 |
Copyright | |
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added mass amplitude analysis approximation Arctic Engineering base shear breakwater caisson calculated circular cylinder components computed Conference on Offshore correlation damping deterministic diameter distribution domain drag coefficient drag force drift force dynamic effect experimental factor failure Figure flume force coefficients form drag free surface frequency function Green's function hindcast horizontal hydrodynamic hydrodynamic force ice floe inertia irregular waves lift coefficient lift force linear maximum mean measured Mechanics and Arctic method mode motion nonlinear North Sea obtained Offshore Mechanics Offshore Structures order theory oscillation oscillatory flow parameters pipeline platform potential present pressure problem random range ratio reliability response Reynolds number Sarpkaya second order second-order ship shown in Fig simulation skin friction spectrum submerged surge tension theory transverse force uncertainty variables velocity potential vibration viscous vortex shedding vortices water depth water particle wave force wave height wave loads wave period