Computation of long-term statistical properties of wave agitation in harbors

In this paper, the long-term statistical properties of wave height in an id ealized square harbor with a partial opening are studied. The incident wave s are propagated into the harbor numerically by the finite/infinite element method using three different wave models: (1) monochromatic wave train, (2 ) long-crested random wave train, and (3) short-crested random wave train. This study shows that for a given incident wave, the wave height in the har bor is affected by the wave model used. For long-term estimation of wave he ight exceedance probability, it is recommended that the waves be propagated into the harbor using the random wave model, and that wave heights be comp uted by use of the Rayleigh probability distribution.