Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 92
Page 128
these figures show that both the mean value and standard deviation of the surge
and heave motion are functions of the water depth. In conventional method, the
tether mass, tether damping, and tether curvature are ignored. The effect of water
...
these figures show that both the mean value and standard deviation of the surge
and heave motion are functions of the water depth. In conventional method, the
tether mass, tether damping, and tether curvature are ignored. The effect of water
...
Page 278
The wave period has been non-dimensionalized as: h where h = water depth g =
acceleration due to gravity T = wave period Two kinds of wave absorbers have
been analyzed, namely: the piston (or bulkhead) type and the hinged (or flapper)
...
The wave period has been non-dimensionalized as: h where h = water depth g =
acceleration due to gravity T = wave period Two kinds of wave absorbers have
been analyzed, namely: the piston (or bulkhead) type and the hinged (or flapper)
...
Page 345
Diameter (mm) 90.0 85.0 80.0 75.0 65.0 60.0 Water Depth (m) FIG. 12: OPTIMUM
DIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touchdown point
position (m) 2000.0 1600.0 1200.0 800.0 400.0 0.0 0 200 400 600 800 1000 ...
Diameter (mm) 90.0 85.0 80.0 75.0 65.0 60.0 Water Depth (m) FIG. 12: OPTIMUM
DIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touchdown point
position (m) 2000.0 1600.0 1200.0 800.0 400.0 0.0 0 200 400 600 800 1000 ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
7 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind