Water Waves Generated by Thin Ships

1960 ◽  
Vol 4 (03) ◽  
pp. 25-36
Author(s):  
Milton S. Plesset ◽  
T. Yao-tsu Wu

The problem of interest is that of the water waves in a body of water of infinite depth generaied by a thin ship of given hull form, moving with constant velocity U along a straight course on the otherwise undisturbed water surface. A particular method is evaluated for computing the velocity field at an arbitrary distance (not too near the ship) fixed in the fluid. A new proposal is made here that the hull profile be represented by a double Fourier series with its half-periods spanning over the region occupied by the longitudinal mid-section of the ship. The convergence of this series representation is found to be satisfactorily rapid, especially when the tangent plane of the hull is everywhere continuous. In the latter case the longitudinal slope of the hull, which is the only partial derivative appearing in the analysis, is found in a specific case to be well represented by the partial derivative of the series. With this series representation of the hull, the analysis of the velocity-field calculation is greatly reduced so that the final result can be expressed in terms of a combination of several single and double Fourier integrals which are susceptible to numerical methods. However, for large values of or, where r is the distance from the ship, a = gL/U2, with g being the acceleration of gravity and L the ship length, these integrals can be evaluated with good approximation by asymptotic methods. The method of stationary phase and other asymptotic methods are employed in different regions in the water and the final expression for the velocity field is given explicitly. The numerical result for a specific ship will be given elsewhere.

1973 ◽  
Vol 59 (4) ◽  
pp. 721-736 ◽  
Author(s):  
Harvey Segur

The method of solution of the Korteweg–de Vries equation outlined by Gardneret al.(1967) is exploited to solve the equation. A convergent series representation of the solution is obtained, and previously known aspects of the solution are related to this general form. Asymptotic properties of the solution, valid for large time, are examined. Several simple methods of obtaining approximate asymptotic results are considered.


The initial value problem for the two-dimensional inviscid vorticity equation, linearized about an azimuthal basic velocity field with monotonic angular velocity, is solved exactly for mode-one disturbances. The solution behaviour is investigated for large time using asymptotic methods. The circulation of the basic state is found to govern the ultimate fate of the disturbance: for basic state vorticity distributions with non-zero circulation, the perturbation tends to the steady solution first mentioned in Michalke & Timme (1967), while for zero circulation, the perturbation grows without bound. The latter case has potentially important implications for the stability of isolated eddies in geophysics.


Author(s):  
Nasiruddin Shaikh ◽  
Kamran Siddiqui

An experimental study was conducted to investigate the influence of surface waves on the airside flow behavior over the water surface. Two-dimensional velocity field in a plane perpendicular to the surface was measured using particle image velocimetry (PIV) at wind speeds of 3.7 and 4.4 m s−1. The results show that the wave induced velocities are significant immediately adjacent to the water surface and their magnitudes decreases with height and become negligible at a height three times the significant wave height. The structure of the wave induced vorticity indicates two different type of flow pattern on the windward and leeward sides of the wave crest. Positive and negative magnitudes of the turbulent and wave induced Reynolds stress respectively, indicates upward and down transfer of momentum flux across air water interface. The results also indicate that the flow dynamics in the region two to three times significant wave heights are significantly different than that at greater heights. Higher magnitudes of the turbulent and wave induced Reynolds stresses were observed in this region which could not be predicted from the measurements at greater heights. Thus, it is concluded the understanding of the wave effects to the airflow field especially within the crest-trough region is vital to improve our knowledge about the air-water heat, mass and momentum exchange.


1988 ◽  
Vol 189 ◽  
pp. 235-242 ◽  
Author(s):  
M. E. Mcintyre

Longuet-Higgins’ exact expression for the increase in the Lagrangian-mean elevation of the free surface due to the presence of periodic, irrotational surface gravity waves is rederived from generalized Lagrangian-mean theory. The raising of the Lagrangian-mean surface as wave amplitude builds up illustrates the non-zero divergence of the Lagrangian-mean velocity field in an incompressible fluid.


2012 ◽  
Vol 19 (sup1) ◽  
pp. 23-33 ◽  
Author(s):  
HUNG-CHU HSU ◽  
YANG-YIH CHEN ◽  
CHU-YU LIN ◽  
CHIA-YAN CHENG

The radiation and diffraction of water waves by ships can be analysed in classical terms from potential theory. The linearized formulation is well studied, but robust numerical implementations have been achieved only in cases where the vessel is stationary or oscillating about a fixed mean position. Slender-body approximations have been used to rationalize and extend the strip theory of ship motions, providing analytic solutions and guidance in the development of more general numerical methods. The governing equations are reviewed, with emphasis on the interactions between the steady-state velocity field due to the ship’s forward translation and the perturbations due to its unsteady motions in waves. Recent computations based on the boundary-integral-equation method are described, and encouraging results are noted. There is growing evidence that the influence of the steady-state velocity field is important, and the degree of completeness required to account for the steady field depends on the fullness of the ship. Benchmark computations are needed to test theories and computer programs without the uncertainty inherent in experimental comparisons.


2020 ◽  
Author(s):  
Christopher Lawrence ◽  
Karsten Trulsen ◽  
Odin Gramstad

<pre>It was shown experimentally in Trulsen et al. (2012) that irregular water waves propagating over a slope<br />may have a local maximum of kurtosis and skewness in surface elevation near the shallower side of the<br />slope. Later on, Raustøl (2014) did laboratory experiments for irregular water waves propagating over a<br />shoal and found the surface elevation could have a local maximum of kurtosis and skewness on top of the<br />shoal, and a local minimum of skewness after the shoal for sufficiently shallow water. Numerical results<br />by Sergeeva et al. (2011), Zeng & Trulsen (2012), Gramstad et al. (2013) and Viotti & Dias (2014)<br />support the experimental results mentioned above. Just recently, Jorde (2018) did new experiment with<br />the same shoal as in Raustøl (2014) but with additional measurement of the interior horizontal velocity.<br />The experimental results from Raustøl (2014) and Jorde (2018) were reported in Trulsen et al. (2020)<br />and it was found the evolution of skewness for surface elevation and horizontal velocity have the same<br />behaviour but the kurtosis of horizontal velocity has local maximum in downslope area which is different<br />with the kurtosis of surface elevation.<br />In present work, we utilize numerical simulation to study the effects of incoming significant wave height,<br />peak wave frequency on evolution of wave statistics for both surface elevation and velocity field with<br />more general bathymetry. Numerical simulations are based on High Order Spectral Method (HOSM)<br />for variable depth Gouin et al. (2016) for wave evolution and Variational Boussinesq model (VBM)<br />Lawrence et al. (2018) for velocity field calculation.<br />References<br />GOUIN, M., DUCROZET, G. & FERRANT, P. 2016 Development and validation of a non-linear spectral<br />model for water waves over variable depth. Eur. J. Mech. B Fluids 57, 115–128.<br />GRAMSTAD, O., ZENG, H., TRULSEN, K. & PEDERSEN, G. K. 2013 Freak waves in weakly nonlinear<br />unidirectional wave trains over a sloping bottom in shallow water. Phys. Fluids 25, 122103.<br />JORDE, S. 2018 Kinematikken i bølger over en grunne. Master’s thesis, University of Oslo.<br />LAWRENCE, C., ADYTIA, D. & VAN GROESEN, E. 2018 Variational Boussinesq model for strongly<br />nonlinear dispersive waves. Wave Motion 76, 78–102.<br />RAUSTØL, A. 2014 Freake bølger over variabelt dyp. Master’s thesis, University of Oslo.<br />SERGEEVA, A., PELINOVSKY, E. & TALIPOVA, T. 2011 Nonlinear random wave field in shallow water:<br />variable Korteweg–de Vries framework. Nat. Hazards Earth Syst. Sci. 11, 323–330.<br />TRULSEN, K., RAUSTØL, A., JORDE, S. & RYE, L. 2020 Extreme wave statistics of long-crested<br />irregular waves over a shoal. J. Fluid Mech. 882, R2.<br />TRULSEN, K., ZENG, H. & GRAMSTAD, O. 2012 Laboratory evidence of freak waves provoked by<br />non-uniform bathymetry. Phys. Fluids 24, 097101.<br />VIOTTI, C. & DIAS, F. 2014 Extreme waves induced by strong depth transitions: Fully nonlinear results.<br />Phys. Fluids 26, 051705.<br />ZENG, H. & TRULSEN, K. 2012 Evolution of skewness and kurtosis of weakly nonlinear unidirectional<br />waves over a sloping bottom. Nat. Hazards Earth Syst. Sci. 12, 631–638.</pre>


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