Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 268
The dimensionless normal velocity, U. , at the pipe entrance, must be specified in
Eqs. (16) and (17). We have used two different normal velocity distributions. In
one case, we assume that the normal component of the intake velocity is constant
...
The dimensionless normal velocity, U. , at the pipe entrance, must be specified in
Eqs. (16) and (17). We have used two different normal velocity distributions. In
one case, we assume that the normal component of the intake velocity is constant
...
Page 269
9 and 10 show the rays for t -0.6 and fJ0-0° and 45° , respectively, around the
pipe whose diameter it 2k . In the Pc-0° case, the wave orthogonals, which are
symmetric about y »0, turn towards the pipe only near the pipe wall. In the P0-45°
...
9 and 10 show the rays for t -0.6 and fJ0-0° and 45° , respectively, around the
pipe whose diameter it 2k . In the Pc-0° case, the wave orthogonals, which are
symmetric about y »0, turn towards the pipe only near the pipe wall. In the P0-45°
...
Page 411
In the case of single pipe (Model-5), the pipe was supported by a pair of
horizontal RGD members at both its extreme ends. The reactions obtained from
the RGD members also would provide us the g-factor for the single pipe. MODAL
...
In the case of single pipe (Model-5), the pipe was supported by a pair of
horizontal RGD members at both its extreme ends. The reactions obtained from
the RGD members also would provide us the g-factor for the single pipe. MODAL
...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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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