首页> 外文期刊>Ocean Engineering >Investigation of interaction between extreme waves and a moored FPSO using FNPT and CFD solvers
【24h】

Investigation of interaction between extreme waves and a moored FPSO using FNPT and CFD solvers

机译:使用FNPT和CFD求解器对极端波和停泊FPSO之间的互动调查

获取原文
获取原文并翻译 | 示例
           

摘要

To assess the survivability of marine structures, numerical tools that can predict the interaction between extreme waves and structures are needed. Considering the significant nonlinearity associated with the problem, fully nonlinear models, including the fully nonlinear potential theory (FNPT) and general viscous flow theory based on the Navier-Stokes equation (NS) and Continuity equation, are necessary for a reliable prediction. Both methods have relatively higher computational cost compared to the linear or second order wave theories, which are popular in routine design practices. Although the FNPT model generally requires less computational efforts compared to the NS model, its theoretical assumption, i.e. the flow is incompressible, irrotational and inviscid, invalidates its applications to those problems with significant viscous effects and/or breaking waves. It is, therefore, necessary to conduct a comparative study on the accuracy of the FNPT in various problems to quantify its range of application. In this paper, both the Quasi Arbitrary Lagrangian Eulerian Finite Element (QALE-FEM) method based on the FNPT model and the open source Reynolds Average Navier-Stoke (PANS) based code, OpenFOAM, are used to predict the interaction between extreme waves and a moored Floating Production Storage and Offloading (FPSO) model. The extreme waves are generated using the NewWave theory and different wave steepnesses are used. The results, including the wave runup, pressure and force on the FPSO, are compared with the corresponding experimental data obtained from the ocean basin at the COAST Laboratory, University of Plymouth. Satisfactory agreement between the numerical predictions and the experimental measurements are observed. It is also concluded that the differences between the QALE-FEM results and the OpenFOAM results are mainly caused by the effectiveness of the wave generation in the corresponding simulations; the viscous effects may be considerable in the rotational motion of the FPSO when subjected to extreme waves.
机译:为了评估海洋结构的生存能力,需要预测极端波和结构之间的相互作用的数值工具。考虑与问题相关的重要非线性,完全非线性模型,包括基于Navier-Stokes方程(NS)和连续性方程的完全非线性潜在理论(FNPT)和一般粘性流动理论,是可靠的预测所必需的。与线性或二阶波理论相比,两种方法都具有相对较高的计算成本,这些计算成本在常规设计实践中流行。虽然FNPT模型通常需要与NS模型相比的计算工作较少,但其理论上的假设,即流量是不可压缩的,无论是不可能的,无疑,它的应用使其应用于具有显着粘性效果和/或破坏波的问题。因此,需要对各种问题的FNPT的准确性进行比较研究,以量化其应用范围。在本文中,基于FNPT模型和开源雷诺的QUALE-FER-FERIAND的准任意拉格朗日欧拉·有限元(QALE-FER-FERYNALS普通Navier-Stoke(平移),用于预测极端波之间的相互作用系泊浮动生产存储和卸载(FPSO)模型。使用NewWave理论生成极端波,使用不同的波陡峭。与FPSO上的波浪螺射,压力和力的结果相同,与普利茅斯大学海岸实验室的海洋盆地获得的相应实验数据进行比较。观察到数值预测和实验测量之间的令人满意的一致性。还得出结论,QALE-FEM结果与OpenFoam结果之间的差异主要是由于相应模拟中波浪生成的有效性引起的;当受到极端波时,在FPSO的旋转运动中可以相当可观。

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