Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 60
... measurements show that there exists a steady streaming near the bed in the direction of the wave propagation ( Fig . 2 ) . The measured value of this streaming is about U = 1.3 cm / s . The theoretical value for the steady streaming for ...
... measurements show that there exists a steady streaming near the bed in the direction of the wave propagation ( Fig . 2 ) . The measured value of this streaming is about U = 1.3 cm / s . The theoretical value for the steady streaming for ...
Page 99
... measurement of the water elevation inside the chamber , the data measured by the ultrasonic sensor are compared with the ones measured by the pressure sensors . Air Pressure in the Chamber Water Pressure in the Chamber Output Current ...
... measurement of the water elevation inside the chamber , the data measured by the ultrasonic sensor are compared with the ones measured by the pressure sensors . Air Pressure in the Chamber Water Pressure in the Chamber Output Current ...
Page 169
... Measured Data in Terms of Dependence on Optical Path Length ( 1 ) Procedure . Measured data were acquired in actual harbor water at a quay site near Niigata Niigata Port ; the data were adopted for tuning the simulation program to match ...
... Measured Data in Terms of Dependence on Optical Path Length ( 1 ) Procedure . Measured data were acquired in actual harbor water at a quay site near Niigata Niigata Port ; the data were adopted for tuning the simulation program to match ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power