Fig. 19From: Effects of surface topography and subsurface structural irregularities of river embankments on Rayleigh wave propagationComparison of amplitude ratios of surface velocities at a distance of 30 m. a model AP1 and (b) model AP2. Amplitudes are normalized by the synthetic waves calculated with the 16-order FD scheme and N = 30. Plotted points represent FD approximations of the spatial difference. N is the number of grid points per shortest wavelengthBack to article page