Article ID Journal Published Year Pages File Type
8059736 Coastal Engineering 2016 6 Pages PDF
Abstract
This paper compares the Myrhaug and Fouques (2012) joint distribution of wave height and surf parameter with the transformed Longuet-Higgins (1983) joint distribution of wave height and wave period; both joint distributions are for individual random waves within a sea state. Effects of the spectral bandwith are discussed, together with giving examples of estimating probabilities of breaking waves on different slopes. The Myrhaug and Fouques (2012) distribution is a parametric model originating from best fit to relatively broad-banded field data, while the Longuet-Higgins (1983) distribution is theoretically based. It is found that the theoretically based distribution is inadequate to describe the features of the parametric model representing the relatively broad-banded data, suggesting that parametric models should be used to describe such data.
Related Topics
Physical Sciences and Engineering Engineering Ocean Engineering
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