...
首页> 外文期刊>Engineering Computations >A hybrid finite volume/finite element method for shallow water waves by static deformation on seabeds
【24h】

A hybrid finite volume/finite element method for shallow water waves by static deformation on seabeds

机译:浅水波通过海底静态变形的混合有限体积/有限元方法

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

PurposeThe purpose of this study is twofold: first, to derive a consistent model free-surface runup flow problems over deformable beds. The authors couple the nonlinear one-dimensional shallow water equations, including friction terms for the water free-surface and the two-dimensional second-order solid elastostatic equations for the bed deformation. Second, to develop a robust hybrid finite element/finite volume method for solving free-surface runup flow problems over deformable beds. The authors combine the finite volume for free-surface flows and the finite element method for bed elasticity.Design/methodology/approachThe authors propose a new model for wave runup by static deformation on seabeds. The model consists of the depth-averaged shallow water system for the water free-surface coupled to the second-order elastostatic formulation for the bed deformation. At the interface between the water flow and the seabed, transfer conditions are implemented. Here, hydrostatic pressure and friction forces are considered for the elastostatic equations, whereas bathymetric forces are accounted for in the shallow water equations. As numerical solvers, the authors propose a well-balanced finite volume method for the flow system and a stabilized finite element method for elastostatics.FindingsThe developed coupled depth-averaged shallow water system and second-order solid elastostatic system is well suited for modeling wave runup by deformation on seabeds. The derived coupling conditions at the interface between the water flow and the bed topography resolve well the condition transfer between the two systems. The proposed hybrid finite volume element method is accurate and efficient for this class of models. The novel technique used for wet/dry treatment accurately captures the moving fronts in the computational domain without generating nonphysical oscillations. The presented numerical results demonstrate the high performance of the proposed methods.Originality/valueEnhancing modeling and computations for wave runup problems is at an early stage in the literature, and it is a new and exciting area of research. To the best of our knowledge, solving wave runup problems by static deformation on seabeds using a hybrid finite volume element method is presented for the first time. The results of this research study, and the research methodologies, will have an important influence on a range of other scientists carrying out research in related fields.
机译:这项研究的PurposeThe目的有两个:第一,获得了一致的模型自由表面爬高流过变形的床铺问题。作者耦合非线性一维浅水方程,包括摩擦术语用于水自由表面和用于床变形的二维二阶固体弹性静方程。第二,开发用于解决自由表面爬高流过可变形床问题稳健混合有限元/有限体积法。作者结合为自由表面的有限体积流动和床elasticity.Design/methodology/approachThe作者有限元方法提出一种用于波浪爬高通过静态变形海底上一个新的模型。该模型包括用于耦合到用于所述床变形二阶弹性静制剂中的水的自由表面的深度平均浅水系统的。在水流和海床之间的界面,转移条件被实现。在这里,静水压力和摩擦力都认为是弹性静方程,而水深力在浅水方程入账。作为数值解算器中,作者提出对流动系统和用于elastostatics.FindingsThe稳定有限元法建立耦合深度平均浅水系统和二阶固体弹性静系统非常适合用于建模波浪爬高一个均衡有限体积法通过对海底变形。在水流和床地形解析井的两个系统之间的转让条件之间的界面所导出的偶合条件。所提出的混合有限体积法为这类模型准确,高效。用于湿式/干式处理该新颖技术准确地捕捉在计算域的移动方面,而不会产生非物理振荡。所提出的数值结果证明了该methods.Originality的高性能/ valueEnhancing的波浪爬高问题的建模和计算是在文学的早期阶段,这是一个新的研究和令人兴奋的领域。据我们所知,解决在使用混合有限体积法海底的波浪爬高问题由静态变形,提出首次。这项研究的结果,以及研究方法,将有一系列相关领域进行研究的其他科学家的重要影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号