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Coastal Protection Measures

机译:沿海保护措施

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This paper concerns the behaviour of nonlinear regular waves interacting with rectangular submerged breakwaters. A new series of experimental results is presented and compared with numerical calculations based upon a Boundary Element Method (BEM) that utilises multiple fluxes to deal with the discontinuities encountered at the corners of the domain. Specifically, comparisons concern both the spatial water surface profiles at various times and the spatial evolution of the harmonics generated by the breakwaters, the latter being an important focus for the paper. The BEM is shown to accurately model both the water surface profile and the harmonic generation, provided the breakwater width is sufficient to ensure that flow separation is not a controlling influence. Furthermore, evidence is provided to confirm that reflection from rectangular submerged breakwaters is fundamentally a linear phenomenon.
机译:本文关注非线性规则波与矩形水下防波堤相互作用的行为。提出了一系列新的实验结果,并将其与基于边界元方法(BEM)的数值计算进行了比较,该方法利用多个通量来处理在域角处遇到的不连续性。具体而言,比较既涉及不同时间的空间水面轮廓,也涉及防波堤产生的谐波的空间演变,后者是本文的重要重点。如果防波堤的宽度足以确保水流分离不是控制性影响,则表明BEM可以对水面轮廓和谐波产生进行精确建模。此外,提供了证据来确认矩形淹没式防波堤的反射基本上是线性现象。

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