Numerical Study of Solitary Wave Interaction with a Submerged Semicircular Cylinder

Figure 8

Pressure fields (units: Pa) at six critical time instants for three cases during the solitary wave across the structure. (a) Case 1: a/d =0.311, R/d=0.6. (b) Case 2: a/d =0.514, R/d=0.7. (c) Case 3: a/d =0.191, R/d=0.8.

(a)

(b)

(c)