Solitary Wave Diffraction with a Single and Two Vertical Circular Cylinders

<div>Comparison between the numerical and analytical free surface profiles at the centerline of computational domain: (a) <i>H</i>/<i>h</i> = 0.1 at <i>t</i> = 3 s and (b) <i>H</i>/<i>h</i> = 0.2 at t' = 2.3 s.</div>

Mathematical Problems in Engineering

fig3

Figure 3

Figure 3: Solitary Wave Diffraction with a Single and Two Vertical Circular Cylinders 