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Analytical solution of run-up for non-breaking long waves over bathymetry with arbitrary topography

机译:具有任意地形的测深中不间断长波上升的解析解

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The purpose of this study is to extract an analytical formula to determine the maximum amplitudernof non-breaking periodic and solitary long waves at the shoreline with an arbitrary coastalrntopography where it could be considered as run-up. At first, the linear shallow water wavernequations for an arbitrary topography is extracted and then, by using the Maclaurin series of therncoastal topography and with the help of the Frobenius method in solving the differential equations,rnthe wave run-up for the generalized coastal topography is obtained analytically. Finally, to verifyrnthe extracted formula, the simplified formula for simple slope beaches has been compared with itsrnpreviously solved Bessel form formula. In the case of quadratic-form beach topography, the seriesrnsolution was compared with the numerical results of wave run-up as well.
机译:这项研究的目的是提取一个分析公式,以确定具有任意沿海地形的海岸线的最大振幅,不破坏周期性和孤立的长波,可以将其视为上升。首先,提取任意地形的线性浅水波方程,然后利用麦克劳林系列的沿海地形,并借助Frobenius方法求解微分方程,得出广义沿海地形的波上升为通过分析获得。最后,为了验证提取的公式,将简单边坡海滩的简化公式与其先前求解的贝塞尔形式公式进行了比较。对于二次形的海滩地形,还将序列解与波浪上升的数值结果进行了比较。

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