Numerical Study on the Hydrodynamic Characteristics and Responses of Moored Floating Marine Cylinders Under Real-World Tsunami-Like Waves

In recent tsunami events like those happened in the Indian Ocean in 2004 and 2018 and in Japan in 2011, many ocean and coastal infrastructures have been damaged tremendously, revealing the need of the work to study the hydrodynamic interaction between real-world tsunami waves and offshore structures. Besides, the destructive energy of tsunami wave on the offshore structures should also be assessed. However, to study the impact of tsunami waves on offshore structures, solitary waves are used generally instead of real-world tsunami waves despite the vast differences in hydrodynamic characteristics. Using Computational Fluid Dynamics (CFD) approach, this paper investigates the hydrodynamic characteristics of the floating cylinders moored by chains, under the real-world tsunami-like waves (2011 Japan Tohoku tsunami). Comparisons of hydrodynamic characteristics between real-world tsunami-like wave and solitary wave propagating over the moored cylinders are analyzed and discussed, indicating that the flow fields, the tension forces of mooring chains, the impinging forces and the movement trajectories of the cylinder caused by the two types of waves are greatly different from each other. Moreover, the influences of single cylinder diameter and tandem cylinder spacing on the interaction between real-world tsunami-like waves and cylinders are considered through a series of simulation tests, while meaningful conclusions are drawn.

[1]  Simon Kraatz,et al.  Numerical analysis of tsunami-like wave impact on horizontal cylinders , 2017 .

[2]  Mehrdad Kimiaei,et al.  Design loads and long term distribution of mooring line response of a large weathervaning vessel in a tropical cyclone environment , 2018, Marine Structures.

[3]  V. J. Kurian,et al.  Effect of mooring line configurations on the dynamic responses of truss spar platforms , 2015 .

[4]  Paolo Veltri,et al.  Solitary wave-induced forces on horizontal circular cylinders: Laboratory experiments and SPH simulations , 2017 .

[5]  Javier L. Lara,et al.  Stability of rubble-mound breakwaters under tsunami first impact and overflow based on laboratory experiments , 2018 .

[6]  T. Schlurmann,et al.  Long Wave Flow Interaction with a Single Square Structure on a Sloping Beach , 2015 .

[7]  Hitoshi Gotoh,et al.  Boussinesq modelling of solitary wave and N-wave runup on coast , 2013 .

[8]  P. O. Sibley The solitary wave and the forces it imposes on a submerged horizontal circular cylinder: an analytical and experimental study , 1991 .

[9]  David R. Fuhrman,et al.  Numerical simulation of tsunami-scale wave boundary layers , 2016 .

[10]  W. Allsop,et al.  Improvements in the physical modelling of tsunamis and their effects , 2014 .

[11]  Yong-Sik Cho,et al.  Three-dimensional numerical simulation of solitary wave run-up using the IB method , 2014 .

[12]  Hongxiang Xue,et al.  Numerical study of wave impact on the deck-house caused by freak waves , 2017 .

[13]  Per A. Madsen,et al.  Analytical solutions for tsunami runup on a plane beach: single waves, N-waves and transient waves , 2010, Journal of Fluid Mechanics.

[14]  Bin Teng,et al.  A finite volume solution of wave forces on submarine pipelines , 2007 .

[15]  Tiziana Rossetto,et al.  Physical modelling of tsunami using a new pneumatic wave generator , 2011 .

[16]  P. Liu,et al.  On the runup of long waves on a plane beach , 2012 .

[17]  Hirokazu Tatano,et al.  A survey of impact on industrial parks caused by the 2011 Great East Japan earthquake and tsunami , 2017 .

[18]  Peter Wadhams,et al.  A mechanism for the formation of ice edge bands , 1983 .

[19]  Per A. Madsen,et al.  On the solitary wave paradigm for tsunamis , 2008 .

[20]  Takashi Tomita,et al.  Breakwater Effects on Tsunami Inundation Reduction in the 2011 off the Pacific Coast of Tohoku Earthquake , 2012 .

[21]  M. Darwish,et al.  Convective Schemes for Capturing Interfaces of Free-Surface Flows on Unstructured Grids , 2006 .

[22]  Nils Goseberg,et al.  Laboratory-scale generation of tsunami and long waves , 2013 .

[23]  Maurizio Collu,et al.  Offshore floating vertical axis wind turbines, dynamics modelling state of the art. Part II: Mooring line and structural dynamics , 2014 .

[24]  Koji Kawaguchi,et al.  Characteristics of the 2011 Tohoku Tsunami Waveform Acquired Around Japan by Nowphas Equipment , 2013 .

[25]  Calogero Pace,et al.  Experimental and Numerical Investigation of Tsunami-Like Waves on Horizontal Circular Cylinders , 2017 .

[26]  Adrian Wing-Keung Law,et al.  Wave-induced drift of small floating objects in regular waves , 2011 .

[27]  C. Rhie,et al.  Numerical Study of the Turbulent Flow Past an Airfoil with Trailing Edge Separation , 1983 .

[28]  Jeremy D. Bricker,et al.  Assessment of the Effectiveness of General Breakwaters in Reducing Tsunami Inundation in Ishinomaki , 2014 .

[29]  Tiziana Rossetto,et al.  Pneumatic long-wave generation of tsunami-length waveforms and their runup , 2018, Coastal Engineering.