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WAVE-BODY INTERACTIONS FOR A SURFACE-PIERCING BODY IN WATER OF FINITE DEPTH 被引量:4

WAVE-BODY INTERACTIONS FOR A SURFACE-PIERCING BODY IN WATER OF FINITE DEPTH
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摘要 Nonlinear wave-body interactions for a stationary surface-piercing body in water of finite depth with fiat and sloping bottoms are simulated in a two-dimensional numerical wave tank, which is constructed mainly based on the spatially averaged Navier-Stokes equations with the k- ε model for simulating the turbulence. The equations are discretized based on the finite volume method and the scheme of the pressure implicit splitting of operators is employed to solve the Navier-Stokes equations. By using the force time histories, the mean and higher-harmonic force components are calculated. The computational results are shown to be in good agreement with experimental and numerical results of other researchers. Then, the horizontal force, the vertical force and the moment on the surface-piercing body under nonlinear regular waves with flat and sloping bottoms are obtained. The results indicate that the bottom topographies have a significant influence on the wave loads on the surface-piercing body. Nonlinear wave-body interactions for a stationary surface-piercing body in water of finite depth with fiat and sloping bottoms are simulated in a two-dimensional numerical wave tank, which is constructed mainly based on the spatially averaged Navier-Stokes equations with the k- ε model for simulating the turbulence. The equations are discretized based on the finite volume method and the scheme of the pressure implicit splitting of operators is employed to solve the Navier-Stokes equations. By using the force time histories, the mean and higher-harmonic force components are calculated. The computational results are shown to be in good agreement with experimental and numerical results of other researchers. Then, the horizontal force, the vertical force and the moment on the surface-piercing body under nonlinear regular waves with flat and sloping bottoms are obtained. The results indicate that the bottom topographies have a significant influence on the wave loads on the surface-piercing body.
机构地区 Institute of Mechanics
出处 《Journal of Hydrodynamics》 SCIE EI CSCD 2010年第6期745-752,共8页 水动力学研究与进展B辑(英文版)
基金 Project supported by the National Natural Science Foundation of China (Grant No. 40776057) the Knowledge Innovation Program of Chinese Academy of Sciences (Grant Nos. KJCX2-YW-L07,KZCX2-YW-212-2)
关键词 wave-body interaction surface-piercing body numerical wave tank finite water depth wave-body interaction, surface-piercing body, numerical wave tank, finite water depth
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  • 1劳国昇,冯宏.浮式防波堤性能理论计算[J].海洋工程,1993,11(2):89-97. 被引量:5
  • 2RECIO J,OUMERARIC H.Effect of deformations on the hydraulic stability of coastal structures made of geo-textile sand containers. Geotextiles and Geomem-brances . 2007 被引量:1
  • 3ZHANG W,TAN J.2-D finite element analysis and stability calculation of geotextile tubes. 8ICG8th International Geosynthetics Conference Proceedings . 2006 被引量:1
  • 4MARTH R,MUELLER G,WOLTERS G.Dama-ges of blockwork coastal structures due to internal wave impact induced pressures. Proceedings of the Inter-national Coastal Symposium . 2005 被引量:1
  • 5RECIO J,OUMERARIC H.Process based on stability formulae for coastal structures,made of geotube. Coastal Engineering . 2009 被引量:1
  • 6RECIO J,OUMERARIC H.Processes affecting the hydraulic stability of coastal revetments made of geo-textile sand containers. Coastal Engineering . 2009 被引量:1
  • 7SHU Y.M.Field experiment for dike soil at Yangtze River Estuary. Proceedings of the International Symposium on Engineering Practice and Perfor-mance of Soft Deposits . 2004 被引量:1
  • 8LIN Gang.Test and study on dike structure with flat geotube in the action of wave. . 2005 被引量:1
  • 9XIA Yan,SHU Yi-ming,YANG Xiang-quan.Labo-ratory study on the factor influence flat geotube dike stability under wave impact. Advances in Science and Technology of Water Resources . 2009 被引量:1
  • 10PILARCZYK K W.Geosynthetics and geosystems in hydraulic and coastal engineering. . 2000 被引量:1

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