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Abstract Regional Frequency Analysis of Extreme Wave Heights Trading Space for Time
Regional Frequency Analysis of Extreme Wave Heights:
Trading Space for Time
1 2
Pieter VAN GELDER , John DE RONDE ,
3 3
Neyko M. NEYKOV , Plamen NEYTCHEV
Abstract
In this paper a regional frequency analysis is suggested in order to obtain more
accurate estimations for the tails of wave height distribution functions. A case study
with wave height data on the Norts Sea is presented.
Introduction
Some of the important elements to be considered by the coastal engineer when
designing erosion control, scour protection, foundation, environmental and marine
structures includes the determination of the significant and maximum wave height at
the location of interest. Sea waves caused by the local wind, are often superimposed
on swell moving in from a distance. Interaction between the two can cause
unpredictably high waves and dangers for mariners. Extreme wave heights have an
adverse effect on shipping and other marine operations. Once the significant wave
height rises above 7 metres most vessels need to reduce speed to limit damage to
cargo or structure.
Extreme wave heights have severe consequences for coastal structures. During
the North Atlantic Halloween storm in 1991, the area of peak winds was several
hundred miles in diameter, with buoy measurements of significant wave height in the
15 meter range and maximum wave height in the 30 meter range. How frequently the
events of extreme wave heights may be expected to occur is of great importance.
Design of civil engineering struc
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