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Numerical modelling of solitary wave and structure interactions using level-set and immersed boundary methods by adopting adequate inlet boundary conditions

机译:采用适当入口边界条件,使用水平设定和浸没边界法的孤立波和结构相互作用的数值模拟

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Solitary waves are often used to replicate tsunami waves and, therefore, the study of their propagation and interactions with structures could help to understand the impacts of tsunami waves on infrastructures. This paper presents a numerical model that uses the level-set framework for simulating the propagation of solitary waves and their interactions with structures using the immersed boundary method. The model imposes a set of appropriate boundary conditions to prescribe the incoming solitary waves within the sharp-interface immersed boundary method. Turbulence is modelled using the large-eddy simulation. Experimental tests are conducted to measure the free-surface elevation and velocity field evolution of solitary waves, as they propagate downwave interacting with two different wall-mounted structures. Analysis of the computed and experimental results revealed interesting dynamics of primary vortex-tubes forming near the sharp edges of structures. It is shown that the primary vortices eventually split to form pairs of asymmetrical doublets.
机译:孤立的波通常用于复制海啸波,因此,与结构的传播和相互作用的研究可以有助于了解海啸波对基础设施的影响。本文介绍了一种使用浸没边界法模拟孤立波的传播及其与结构的孤立波传播的数值模型。该模型施加一组适当的边界条件,以在尖锐界面浸没边界法中规定进入的孤立波。使用大涡模拟模拟湍流。进行实验试验以测量孤立波的自由表面升高和速度场演化,因为它们与两个不同的壁挂结构相互作用。计算和实验结果的分析显示了在结构的尖锐边缘附近形成的初级涡管的有趣动态。结果表明,主涡流最终分裂以形成不对称双峰的对。

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