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A nonlinear numerical model for surface and internal waves around various permeable breakwaters

机译:各种渗透防波堤表面和内部波的非线性数值模型

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The effect of different types of permeable structures on surface and internal waves has been studied considering the nonlinear properties of fluid motion. The governing equations are a set of nonlinear equations representing a multilayer fluid system in porous media. The Lagrangian of each fluid layer was vertically integrated satisfying nonlinear boundary conditions on the interfaces, after which the variational principle was applied to yield a set of time-dependent, fully nonlinear equations taking into account a continuous distribution of porosity. Any structure shape described as a porous body can be treated. Several numerical computations were carried out to investigate the deformation of surface/internal long waves around different permeable breakwaters including submerged breakwaters, breakwaters with an opening, and submerged horizontal plates. Water particle trajectories were also simulated.
机译:考虑到流体运动的非线性特性,研究了不同类型可渗透结构对表面和内波的影响。控制方程是一组非线性方程,其代表多层介质中的多层流体系统。每个流体层的拉格朗日在接口上垂直整合满足非线性边界条件,之后应用变分原理,以产生一组时间依赖性,完全非线性方程,以考虑孔隙率的连续分布。可以处理描述为多孔体的任何结构形状。进行了几个数值计算,以研究围绕不同透水探深的表面/内部长波的变形,包括浸湿的防波堤,具有开口和浸没水平板的防波堤。还模拟了水粒子轨迹。

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