Naval Architecture, Ocean and Civil Engineering

CFD Investigations of Interaction Between Freak Wave and Bottom-Mounted Vertical Cylinder

  • 高宁波1,张永涛2 ,
  • 3,张鸿4
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  • (1. CCCC Second Harbor Engineering Co., Ltd., Wuhan 430040, China; 2. Key Laboratory of Large-Span Bridge Construction Technology, Wuhan 430040, China; 3. Research and Development Center of Transport Industry of Intelligent Manufacturing Technologies of Transport Infrastructure, Wuhan 430040, China; 4. CCCC Highway Bridges National Engineering Research Centre Co., Ltd., Beijing 100088, China)

Accepted date: 2022-06-08

  Online published: 2024-09-28

Abstract

We studied the interactions between freak wave and bottom-mounted vertical cylinder. The freak wave is generated through linear superposition method which satisfies the definition that the wave height is at least two times the significant wave height. A numerical wave tank is developed based on FLUENT software in which the finite volume method is used for the spatial discretization. Grid sensitivity is conducted in 2D model, and then the freak wave is simulated in 3D model. The freak wave loads on the vertical cylinder are calculated and compared with the results obtained through Morison equation. The numerical results present larger peak and shallower trough compared with the prediction of Morison equation. Meanwhile, the free surface wave elevation within a radius distance around the vertical cylinder is investigated. The lowest wave run-up around vertical cylinder caused by freak wave is about 55% of the highest wave run-up, and the direction is about 45˚of the wave propagation.

Cite this article

高宁波1,张永涛2 , 3,张鸿4 . CFD Investigations of Interaction Between Freak Wave and Bottom-Mounted Vertical Cylinder[J]. Journal of Shanghai Jiaotong University(Science), 2024 , 29(5) : 809 -816 . DOI: 10.1007/s12204-022-2527-1

References

[1] ONORATO M, RESIDORI S, BORTOLOZZO U, et al. Rogue waves and their generating mechanisms in different physical contexts [J]. Physics Reports, 2013, 528(2): 47-89.
[2] CHAU F, TAYLOR R E. Second-order wave diffraction by a vertical cylinder [J]. Journal of Fluid Mechanics, 1992, 240: 571.
[3] FALTINSEN O, NEWMAN J, VINJE T. Nonlinear wave loads on a slender vertical cylinder [J]. Journalof Fluid Mechanics, 1995, 289: 179-198.
[4] KRIEBEL D. Nonlinear wave interaction with a vertical circular cylinder: Wave forces [J]. Ocean Engineering, 1998, 25(7): 597-605.
[5] BOO S. Linear and nonlinear irregular waves and forces in a numerical wave tank [J]. Ocean Engineering, 2002, 29(5): 475-493.
[6] KIM J, KYOUNG J, ERTEKIN R, et al. Finiteelement computation of wave-structure interaction between steep stokes waves and vertical cylinders [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2006, 132(5): 337-347.
[7] BAI W, TAYLOR R. Numerical simulation of fully nonlinear regular and focused wave diffraction around a vertical cylinder using domain decomposition [J]. Applied Ocean Research, 2007, 29(1/2): 55-71.
[8] DONG Z, ZHAN J. Numerical modeling of wave evolution and runup in shallow water [J]. Journal of Hydrodynamics, Ser B, 2009, 21(6): 731-738.
[9] WESTPHALEN J, GREAVES D, WILLIAMS C J, et al. Focused waves and wave-structure interaction in a numerical wave tank [J]. Ocean Engineering, 2012, 45:9-21.
[10] PAULSEN B, BREDMOSE H, BINGHAM H, et al.Forcing of a bottom-mounted circular cylinder by steep regular water waves at finite depth [J]. Journal of Fluid Mechanics, 2014, 755: 1-34.
[11] DENG Y, YANG J, ZHAO W, et al. Freak wave forces on a vertical cylinder [J]. Coastal Engineering, 2016,114: 9-18.
[12] BIHS H, CHELLA M, KAMATH A, et al. Numerical investigation of focused waves and their interaction with a vertical cylinder using REEF3D [J]. Journal of Offshore Mechanics and Arctic Engineering, 2017,139(4): 041101.
[13] CHEN S, ZHAO W, WAN D. On the scattering of focused wave by a finite surface-piercing circular cylinder: A numerical investigation [J]. Physics of Fluids, 2022, 34(3): 035132.
[14] WANG Y, XU F, ZHANG Z. Numerical simulation of inline forces on a bottom-mounted circular cylinder under the action of a specific freak wave [J]. Frontiers in Marine Science, 2020, 7: 585240.
[15] CHANG S, HUANG W, LIU F, et al. Influence of second-order wave force and focusing position on dynamic responses of tension leg platform under a freak wave [J]. Ocean Engineering, 2021, 242: 110-126.
[16] HU Z, XUE H, TANG W, et al. Numerical study of nonlinear Peregrine breather under finite water depth [J]. Ocean Engineering, 2015, 108: 70-80.
[17] PERIC R, HOFFMANN N, CHABCHOUB A. Initial wave breaking dynamics of Peregrine-type rogue waves: A numerical and experimental study [J]. European Journal of Mechanics-B/Fluids, 2015, 49: 71-76.
[18] FINNEGAN W, GOGGINS J. Numerical simulation of linear water waves and wave-structure interaction[J]. Ocean Engineering, 2012, 43: 23-31.
[19] ANBARSOOZ M, PASSANDIDEH-FARD M,MOGHIMAN M. Fully nonlinear viscous wave generation in numerical wave tanks [J]. Ocean Engineering, 2013, 59: 73-85.
[20] GAO N, YANG J, ZHAO W, et al. Numerical simulation of deterministic freak wave sequences and wavestructure interaction [J]. Ships and Offshore Structures, 2016, 11(8): 802-817.
[21] CUI C, ZHANG N, YU Y, et al. Numerical study on the effects of uneven bottom topography on freak waves [J]. Ocean Engineering, 2012, 54: 132-141.
[22] HU Z, TANG W, XUE H. A probability-based superposition model of freak wave simulation [J]. Applied Ocean Research, 2014, 47: 284-290.
[23] KRIEBEL D. Efficient simulation of extreme waves in a random sea [C]//Rogue Waves 2000. Brest: Ifremer, 2000: 29-39.
[24] CAO H, ZHA J, WAN D. Numerical simulation of wave run-up around a vertical cylinder [C]//21st International Offshore and Polar Engineering Conference. Maui: ISOPE, 2011: 726-733.
[25] GAO N, ZHANG H, YANG J, et al. A phase modification methodology in modelling deterministic freak wave train [J]. Journal of Ship Mechanics, 2019, 23(9):1021-1033 (in Chinese).
[26] DIXON A, SALTER S, GREATED C. Wave forces on partially submerged cylinders [J]. Journal of the Waterway, Port, Coastal and Ocean Division, 1979,105(4): 421-438.
[27] GRUE J, HUSEBY M. Higher-harmonic wave forces and ringing of vertical cylinders [J]. Applied Ocean Research, 2002, 24(4): 203-214.
[28] MORISON J, JOHNSON J, SCHAAF S. The force exerted by surface waves on piles [J]. Journal of Petroleum Technology, 1950, 2(5): 149-154.
[29] SUMER B M, FREDS?E J. Hydrodynamics around cylindrical structures [M]. Singapore: World Scientific,2006.
[30] DE VOS L, FRIGAARD P, DE ROUCK J. Wave run-up on cylindrical and cone shaped foundations for offshore wind turbines [J]. Coastal Engineering, 2007,54(1): 17-29.
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