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首页> 外文期刊>Journal of Fluid Mechanics >Analytical solutions for tsunami runup on a plane beach: single waves, N-waves and transient waves
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Analytical solutions for tsunami runup on a plane beach: single waves, N-waves and transient waves

机译:平面海滩上海啸爆发的解析解决方案:单波,N波和瞬态波

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摘要

In the literature it has so far been common practice to consider solitary waves and N-waves (composed of solitary waves) as the appropriate model of tsunamis approaching the shoreline. Unfortunately, this approach is based on a tie between the nonlinearity and the horizontal length scale (or duration) of the wave, which is not realistic for geophysical tsunamis. To resolve this problem, we first derive analytical solutions to the nonlinear shallow-water (NSW) equations for the runup/rundown of single waves, where the duration and the wave height can be specified separately. The formulation is then extended to cover leading depression N-waves composed of a superposition of positive and negative single waves. As a result the temporal variations of the runup elevation, the associated velocity and breaking criteria are specified in terms of polylogarithmic functions. Finally, we consider incoming transient wavetrains generated by monopole and dipole disturbances in the deep ocean. The evolution of these wavetrains, while travelling a considerable distance over a constant depth, is influenced by weak dispersion and is governed by the linear Korteweg–De Vries (KdV) equation. This process is described by a convolution integral involving the Airy function. The runup on the plane sloping beach is then determined by another convolution integral involving the incoming time series at the foot of the slope. A good agreement with numerical model results is demonstrated.
机译:迄今为止,在文献中,将孤立波和N波(由孤立波组成)视为海啸接近海岸线的合适模型是一种普遍的做法。不幸的是,这种方法是基于非线性和波浪的水平长度尺度(或持续时间)之间的联系,这对于地球物理海啸是不现实的。为了解决此问题,我们首先导出非线性浅水(NSW)方程用于单波上升/下降的解析解,其中可以分别指定持续时间和波高。然后将该公式扩展为覆盖由正负单波叠加组成的前导低压N波。结果,根据多对数函数规定了上升高度的时间变化,相关的速度和破坏准则。最后,我们考虑了由深海中的单极子和偶极子扰动产生的入射瞬态波列。这些波列的演化虽然在恒定深度上传播相当长的距离,但受到弱色散的影响,并受线性Korteweg-De Vries(KdV)方程控制。这个过程由涉及Airy函数的卷积积分描述。然后,由另一个卷积积分确定平面倾斜海滩上的加速,卷积积分涉及在坡脚处的输入时间序列。证明了与数值模型结果的良好一致性。

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