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WAVE-STRUCTURE INTERACTION OF FOCUSSED WAVES WITH REEF3D

机译:REEF3D聚焦波的波结构相互作用

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For the stability of offshore structures, such as offshore wind foundations, extreme wave conditions need to be taken into account. Waves from extreme events can become critical from design perspective. In a numerical wave tank, extreme waves can be generated through focussed waves. Here, linear waves are generated from a wave spectrum. The wave crests of the generated waves coincide at a pre-selected location and time. In order to test the generated waves, the time series of the free surface elevation are compared with experimental benchmark cases. The numerically simulated free surface shows good agreement with the measurements from experiments. In further computations, the wave impact of the focussed waves on a vertical circular cylinder is investigated. The focussed wave generation is implemented in the numerical wave tank module of REEF3D, which has been extensively and successfully tested for various wave hydrodynamics and wave-structure interaction problems in particular and for free surface flows in general. The open-source CFD code REEF3D solves the three-dimensional Navier-Stokes equations on a staggered Cartesian grid. Solid boundaries are taken into account with the ghost cell immersed boundary method. For the discretization of the convection terms of the momentum equations, the conservative finite difference version of the fifth-order WENO (weighted essentially non-oscillatory) scheme is used. For temporal treatment, the third-order TVD (total variation diminishing) Runge-Kutta scheme is employed. For the pressure, the projection method is used. The free surface flow is solved as two-phase fluid system. For the interface capturing, the level set method is selected. The level set function can be discretized with high-order differencing schemes. This makes it the appropriate solution for wave propagation problems based on Navier-Stokes solvers, which requires high-order numerical methods to avoid artificial wave damping. The numerical model is fully parallelized based on the domain decomposition, using MPI (message passing interface) for internode communication.
机译:为了稳定海上结构(例如海上风电基础),需要考虑极端波浪条件。从设计的角度来看,极端事件造成的冲击可能变得至关重要。在数值波箱中,可以通过聚焦波产生极端波。在此,从波谱产生线性波。产生的波的波峰在预定的位置和时间重合。为了测试生成的波,将自由表面高程的时间序列与实验基准案例进行了比较。数值模拟的自由表面与实验测量结果显示出良好的一致性。在进一步的计算中,研究了聚焦波对垂直圆柱的波冲击。集中波的产生是在REEF3D的数值波箱模块中实现的,该模块已针对各种波流体动力学和波结构相互作用问题,尤其是自由表面流进行了广泛而成功的测试。开源CFD代码REEF3D在交错的笛卡尔网格上求解三维Navier-Stokes方程。使用重影单元浸没边界方法考虑了实体边界。为了离散动量方程的对流项,使用了五阶WENO(加权的基本非振荡)方案的保守有限差分形式。对于时间处理,采用三阶TVD(总变化减小)Runge-Kutta方案。对于压力,使用投影方法。自由表面流被解决为两相流体系统。对于界面捕获,选择了级别设置方法。水平设置功能可以通过高阶差分方案离散化。这使其成为基于Navier-Stokes求解器的波浪传播问题的合适解决方案,该解决方案需要使用高阶数值方法来避免人工波衰减。数值模型基于域分解,使用MPI(消息传递接口)进行节点间通信而完全并行化。

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