Entrained air in the form of small bubbles, or as larger air pockets, is thought to play a key role in determining the rise times and magnitudes of pressures exerted on coastal structures. In this paper simple equations for an aerated flow are presented. The equations are solved numerically and applied to the problem of pressure pulses in thin cracks or fissures in sea walls or breakwaters. The possibility of large pressure amplification in the cracks is demonstrated.