首页> 外文期刊>Ocean Engineering >A comparison of numerical simulations of breaking wave forces on a monopile structure using two different numerical models based on finite difference and finite volume methods
【24h】

A comparison of numerical simulations of breaking wave forces on a monopile structure using two different numerical models based on finite difference and finite volume methods

机译:基于有限差分和有限体积方法的两种不同数值模型在单桩结构上破坏波力数值模拟的比较

获取原文
获取原文并翻译 | 示例
           

摘要

The nonlinear forces from breaking waves are a major concern in the design of offshore structures. Due to the complexity of the wave-breaking phenomenon, understanding the interaction of breaking waves with a structure is always a challenging task. The use of numerical models can be a useful tool for studying such a phenomenon. At present, many numerical models are available, using either a Finite Difference Method (FDM) or a Finite Volume Method (FVM), for solving the governing equations. In wave breaking studies, different researchers have come up with reasonable results, using both models. However, there have been few attempts to compare the relative strengths and weaknesses of the two methods. In the present paper a comparison of both methods applied to breaking wave studies is performed. Two different 3D Navier-Stokes solvers, 2PM3D (FDM) and OpenFOAM (FVM), are used to simulate the breaking wave forces on a monopile structure. Two different scenarios are considered for generating non-breaking and breaking waves, and the results are compared with theoretical results and available experimental measurements. For both numerical models, the breaking wave interactions with the monopile were in good agreement with the experimental measurements.
机译:碎波产生的非线性力是海上结构设计中的主要问题。由于破波现象的复杂性,了解破波与结构的相互作用始终是一项艰巨的任务。数值模型的使用可能是研究这种现象的有用工具。目前,使用有限差分法(FDM)或有限体积法(FVM)可以求解控制方程的许多数值模型。在波浪破碎研究中,不同的研究人员使用这两种模型得出了合理的结果。但是,很少有人尝试比较这两种方法的相对优势和劣势。在本文中,比较了两种适用于突波研究的方法。两种不同的3D Navier-Stokes求解器2PM3D(FDM)和OpenFOAM(FVM)用于模拟单桩结构上的破波力。考虑了两种不同的方案来产生不间断和不连续波,并将结果与​​理论结果和可用的实验测量结果进行比较。对于这两个数值模型,与单桩的冲击波相互作用与实验测量结果非常吻合。

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