Run-up of nonlinear long waves in U-shaped bays of finite length: analytical theory and numerical computations

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Abstract

Run-up of long waves in sloping U-shaped bays is studied analytically in the framework of the 1-D nonlinear shallow water theory. By assuming that the wave flow is uniform along the cross section, the 2-D nonlinear shallow water equations are reduced to a linear semi-axis variable-coefficient 1-D wave equation via the generalized Carrier-Greenspan transformation (Rybkin et al. in J Fluid Mech 748:416–432, 2014). A spectral solution is developed by solving the linear semi-axis variable-coefficient 1-D equation via separation of variables and then applying the inverse Carrier-Greenspan transform. To compute the run-up of a given long wave, a numerical method is developed to find the eigenfunction decomposition required for the spectral solution in the linearized system. The run-up of a long wave in a bathymetry characteristic of a narrow canyon is then examined.

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Harris, M. W., Nicolsky, D. J., Pelinovsky, E. N., Pender, J. M., & Rybkin, A. V. (2016). Run-up of nonlinear long waves in U-shaped bays of finite length: analytical theory and numerical computations. Journal of Ocean Engineering and Marine Energy, 2(2), 113–127. https://doi.org/10.1007/s40722-015-0040-4

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