Statistical distribution of free water surface over a mild bed slope for extreme wavefields
File(s)Karmpadakis_PDFs.pdf (483.42 KB)
Accepted version
Author(s)
Karmpadakis, Ioannis
Katsardi, Vanessa
Swan, chris
Tayfun, Mehmet Aziz
Type
Conference Paper
Abstract
This paper examines the probability density function (PDF) of free water surface elevations in coastal areas. The functional form and properties of PDFs of extreme storms propagating over a mildly sloping bathymetry are investigated. This is facilitated through comparisons between experimental measurements and a wide range of probability models; the latter including both analytical and
empirical distributions. The incident wave conditions correspond to realistic storm spectra (JONSWAP) and have been simulated as long random timeseries of 60-hour duration. The length of the records is sufficient to provide an accurate description of distribution tails. Six sea-states with
varying offshore steepness have been generated and measured at different cross-shore locations. The
cross-shore evolution of the wavefield initially leads to the development of nonlinear harmonics, both at low and high frequencies, and a broadening of the wave spectrum. This is enhanced by wave breaking particularly at shallower water depths or steeper sea-states. These result in rapid deviations from Gaussian theory with respect to the PDFs of surface elevations. Available models are generally
successful in capturing nonlinear evolution arising at a second-order of wave steepness but cannot model the probability structure once a significant proportion of waves are breaking. In comparing the deviations between experimental data and model predictions, the best performing model is identified.
empirical distributions. The incident wave conditions correspond to realistic storm spectra (JONSWAP) and have been simulated as long random timeseries of 60-hour duration. The length of the records is sufficient to provide an accurate description of distribution tails. Six sea-states with
varying offshore steepness have been generated and measured at different cross-shore locations. The
cross-shore evolution of the wavefield initially leads to the development of nonlinear harmonics, both at low and high frequencies, and a broadening of the wave spectrum. This is enhanced by wave breaking particularly at shallower water depths or steeper sea-states. These result in rapid deviations from Gaussian theory with respect to the PDFs of surface elevations. Available models are generally
successful in capturing nonlinear evolution arising at a second-order of wave steepness but cannot model the probability structure once a significant proportion of waves are breaking. In comparing the deviations between experimental data and model predictions, the best performing model is identified.
Date Issued
2023-05-24
Date Acceptance
2023-05-09
Citation
2nd International Conference on Design and Management of Harbor Coastal and Offshore Works, 2023, (Volume 1), pp.90-94
ISBN
9789609992268
ISSN
2945-1299
Start Page
90
End Page
94
Journal / Book Title
2nd International Conference on Design and Management of Harbor Coastal and Offshore Works
Issue
Volume 1
Copyright Statement
© 2023 The Author(s).
Source
Design and Management of Harbor Coastal and Offshore Works
Publication Status
Published
Start Date
2023-05-24
Finish Date
2023-05-27
Coverage Spatial
Thessaloniki, Greece