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基于Navier-Stokes方程珊瑚岛礁附近孤立波传播变形数值模拟 被引量:12

Numerical investigation of solitary wave transformation over reef islands based on Naiver-Stokes equations
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摘要 为了分析珊瑚岛礁附近的孤立波的传播变形特征,本文基于Navier-Stokes方程利用Open FOAM开源程序包建立三维波浪数值水槽,数值模型采用大涡模拟法(LES)模拟湍流和修正的流体体积法(VOF)捕捉自由液面,并通过文献中的实验数据进行了模型验证。相较于传统的沿水深积分的Boussinesq模型,该模型可以更为准确地模拟水平流速的垂向分布,并且对波浪破碎和干湿交界线的模拟不需要人为的干预。研究发现所采用的模型能够合理的模拟孤立波在珊瑚礁礁前斜坡上的浅化、礁缘附近的破碎以及破碎波在礁坪上的演化过程,并能适应礁前斜坡坡度和礁坪淹没水深的变化以及礁冠存在的情况。研究结果为进一步认识珊瑚礁对海啸灾害的防御作用提供参考。 To analyze the transformation and deformation characteristics of a solitary wave over reef islands,a threedimensional numerical wave tank is developed based on Navier-Stokes equations using the open-source software package Open FOAM. To capture the free surface,the LES turbulence closure solver is employed,together with the modified VOF method,and the numerical model is validated using experimental data in literature. Compared to the conventional depth-integrated Boussinesq model,it is possible to obtain the vertical velocity distribution associated with waves,and both the wave-breaking process and the wet-dry shoreline movement can be modeled without artificial treatment. Numerical results show that the adopted model can reproduce wave shoaling on the fore-reef slope and wave-breaking at the edge-reef,and can reproduce the evolution of breaking waves on the reef flat reasonably well. Furthermore,variations in reef profile and water depth,and the presence of reef crest can also be addressed by the model. These model results can be used as a reference in further studies investigating the role of coral reefs in tsunami mitigation.
出处 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2018年第2期392-398,共7页 Journal of Harbin Engineering University
基金 国家自然科学基金项目(51309035 51679014) 河海大学海岸灾害及防护教育部重点实验室开放研究基金项目(201602) 长沙理工大学研究生科研创新项目(CX2017SS12)
关键词 波浪传播变形 波浪破碎 孤立波 珊瑚岛礁 NAVIER-STOKES方程 wave transformation deformation wave breaking solitary wave reef islands Navier-Stokes equations
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  • 1YAO Y, HUANG Z H, MONISMITH S G, et al. DH Bouss- inesq modeling of wave transformation over fringing reefs[ J]. Ocean Engineering, 2012, 47 : 30-42.
  • 2ROBER V. Boussinesq-type model for nearshore wave proces- ses [ D ]. Honolulu : University of Hawaii at Manoa, 2010:47- 122.
  • 3HUBBARD M E, DODD N. A 2D numerical model of wave runup and overtopping [ J ]. Coastal Engineering, 2002, 47 : 1- 26.
  • 4LIANG Q, DU G Z. Flood inundation modeling with an adap- tive quadtree grid shallow water equation solver [ J ]. Journal of Hydranlic Engineering, 2008, 134(1): 1603-1610.
  • 5TORO E F. Riemann solvers and numerical methods for fluid dynamics : a practical introduction [ M ]. New York : Springer Press, 2009:413-578.
  • 6KIRBY J T. Boussinesq models and applications to nearshore wave propagation, surfzone processes and wave-induced cur- rents [ M ]. New York : Elsevier Science, 2002 : 1-41.
  • 7WEI G, KIRBY J T, GRILLI S T, et al. Full nonlinear Boussinesq model for surface waves. I: Highly nonlinear, un- steady waves I J]. Journal of Fluid Mechanics, 1995(294): 71-92.
  • 8SHI F Y, KIRBY J T, HARRIS J C, et al. A higher-order a- daptive time-stepping TVD solver for Boussinesq modeling of breaking waves and coastal inundation [ J ]. Ocean Modelling, 2012, 43/44:36-51.
  • 9LYNETY J. Nearshore wave modeling with higher-order Boussinesq-type equations [ J ]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2006, 132: 348-357.
  • 10ERDURAN K S. Further application of hybrid solution to another form of Boussinesq equations and comparisons [ J ]. International Journal for Numerical Methods in Fluids, 2007, 53: 827-849.

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