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Nonlinear deformation and run-up of single tsunami waves of positive polarity: numerical simulations and analytical predictions

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Figure

Figure 1. Bathymetry sketch. The wavy curve at the toe of the sloperegards analytical solution, which does not take into account merg-ing between the constant depth and sloping beach sections.
Figure 2. Water elevations along the 251 m long constant depthare shown by the red line, and experimental data are shown by the0section of the Large Wave Flume (GWK), where h0 = 3.5 m, A =.1 m, T = 20 s and tan α = 1 : 6
Figure 5. Maximum run-up height, Rmax/A, as a function of dis-tance to the slope, X0/λ, for different amplitudes of the initialwave, A/h0
Figure 8. Maximum run-up height, Rmax/A, as a function of thedistance to the slope, X0/λ , for different values of kh0
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