Long Wave Interaction with Steeply Sloping Structures
Long Wave Interaction with Steeply Sloping Structures
复制标题
长波与陡坡结构的相互作用
DOI：
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发表时间：
2010
期刊：
影响因子：
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通讯作者：
A. Svendsen
中科院分区：
文献类型：
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作者：
S. Grilli;A. Svendsen
采用一个完全非线性的自由面势流模型，分析了缓坡上中浅水(浅水、倾覆)上孤立波的转化，并研究了这些孤立波与浅海结构物的相互作用。计算包括波浪从陡坡或垂直墙以及从斜坡和水下防波堤的组合上的爬升、倾覆和反射。并将计算结果与其他数值、分析和实验结果进行了比较。潜堤的影响，使水平速度在深度上更加均匀，并减少斜坡上的波浪爬升，进一步详细说明。
A fully nonlinear model for free surface potential flows is used to analyze the transformation of solitary waves above a mild slope, from intermediate to shallow water (shoaling, overturning), and to study the interaction of these waves with coastal structures located in the shallow area. Computations include wave runup, overturning and reflection form steep slopes or vertical wall, and from a combination of a slope and a submerged breakwater. Results are compared with other numerical, analytical and experimental results. Effects of the submerged breakwater, of making horizontal velocities more uniform over depth and of reducing wave runup on the slope, are further detailed.