Analysis of directional wave fields with strong current

2004 ◽  
Vol 26 (1-2) ◽  
pp. 13-22 ◽  
Author(s):  
Shaosong Zhang ◽  
Jun Zhang
2000 ◽  
Vol 40 (4) ◽  
pp. 375-391 ◽  
Author(s):  
J.C. Nieto Borge ◽  
C. Guedes Soares
Keyword(s):  
X Band ◽  

Author(s):  
A. Toffoli ◽  
A. V. Babanin ◽  
F. Ardhuin ◽  
M. Benoit ◽  
E. M. Bitner-Gregersen ◽  
...  

Laboratory experiments have been carried out in the directional wave tank at Marintek (Norway) to study the nonlinear dynamics of surface gravity waves and the occurrence of extreme events, when the wave field traverses obliquely an ambient current. A condition of partial opposition has been considered. Tests on regular waves have shown that the current can trigger the formation of large amplitude waves. In random wave fields, however, this only results in a weak deviation from the statistical properties observed in absence of a current.


1984 ◽  
Vol 21 (03) ◽  
pp. 270-276
Author(s):  
Bruce L. Hutchison

A frequency domain technique is presented which permits the determination of the complete covariance matrix for the six degree-of-freedom motions, and the nodal shears and bending moments, for floating bridges and breakwaters. The structures are modeled as a series of interacting modules subject to stochastic excitation from directional short-crested seas. The two principal methods of analyzing such problems— linear superposition of responses to long-crested components of the directional spectrum, and beam sea responses modified by a scalar coherency function—are carefully examined. It is shown that, under proper interpretation, the two methods are logically consistent. The paper concludes by examining two types of coherency processes in directional wave fields.


Author(s):  
Mark A. Davidson ◽  
Kenneth S. Kingston ◽  
David A. Huntley

Wave Motion ◽  
2018 ◽  
Vol 83 ◽  
pp. 94-101 ◽  
Author(s):  
Elmira Fadaeiazar ◽  
Alberto Alberello ◽  
Miguel Onorato ◽  
Justin Leontini ◽  
Federico Frascoli ◽  
...  

2011 ◽  
Vol 11 (3) ◽  
pp. 895-903 ◽  
Author(s):  
A. Toffoli ◽  
L. Cavaleri ◽  
A. V. Babanin ◽  
M. Benoit ◽  
E. M. Bitner-Gregersen ◽  
...  

Abstract. Laboratory experiments were performed to study the dynamics of three- dimensional mechanically generated waves propagating over an oblique current in partial opposition. The flow velocity varied along the mean wave direction of propagation with an increasing trend between the wave-maker and the centre of the tank. Tests with regular wave packets traversing the area of positive current gradient showed that the concurrent increase of wave steepness triggered modulational instability on otherwise stable wave trains and hence induced the development of very large amplitude waves. In random directional wave fields, the presence of the oblique current resulted in a weak reinforcement of wave instability with a subsequent increase of the probability of occurrence of extreme events. This seems to partially compensate the suppression of strongly non-Gaussian properties due to directional energy distribution.


Author(s):  
Alexander V. Babanin ◽  
Takuji Waseda ◽  
Igor Shugan ◽  
Hwung-Hweng Hwung

The paper is based on review of research articles by the authors, with the purpose to demonstrate that the modulational-instability mechanism is active in typical directional wave fields. If so, possible limits for the wave height due to such mechanism can be outlined. The modulational instability can lead to occurrence of very high waves, which either proceed to the breaking or appear as rogue events, but it was derived for and is usually associated with two-dimensional wave trains. There exists argument, both analytical and experimental, that this kind of instability is impaired or even suppressed in three-dimensional (directional) wave systems. The first part of the paper demonstrates indirect experimental evidences which relate the wave breaking in oceanic conditions to features of two-dimensional breaking waves due to modulational instability. The second section is dedicated to direct measurements of such instability-caused breaking in a directional wave tank with directional spread and mean steepness typical of those in the field. The last section provides conclusions on what is maximal height of an individual wave, depending on the mean wave steepness in a wave train/field, that can be achieved due to such non-linear evolution of wave trains.


1998 ◽  
Vol 33 (2-3) ◽  
pp. 91-116 ◽  
Author(s):  
Mark A. Davidson ◽  
David A. Huntley ◽  
Paul A.D. Bird

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