Abstract

This paper considers three types of method for calculating return periods of individual wave and crest heights. The methods considered differ in the assumptions made about serial correlation in wave conditions. The long-term distribution of individual waves is formed under the assumption that either (1) individual waves, (2) the maximum wave height in each sea state or (3) the maximum wave height in each storm are independent events. The three types of method are compared using long time series of synthesised storms, where the return periods of individual wave heights are known. The methods which neglect serial correlation in sea states are shown to produce a positive bias in predicted return values of wave heights. The size of the bias is dependent on the shape of the tail of the distribution of storm peak significant wave height, with longer-tailed distributions resulting in larger biases. It is shown that storm-based methods give accurate predictions of return periods of individual wave heights. In particular, a Monte Carlo storm-based method is recommend for calculating return periods of individual wave and crest heights. Of all the models considered, the Monte Carlo method requires the fewest assumptions about the data, the fewest subjective judgements from the user and is simplest to implement.

Highlights

  • Estimating the long-term statistics of individual wave or crest heights is an important problem in the design of offshore and coastal structures

  • The purpose of this paper is to compare methods for estimating return periods of individual wave heights based on more realistic simulations of synthetic storms, where the wave period varies throughout the storm and the temporal evolution of sea state parameters is based on measured data

  • This paper has considered three methods for combining the long-term distribution of sea states with the short-term distribution of wave or crest heights conditional on sea state

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Summary

Introduction

Estimating the long-term statistics of individual wave or crest heights is an important problem in the design of offshore and coastal structures. The appropriate duration of sea state to use for calculating the most probable maximum wave height is not clear. This approach neglects the probability that the largest wave could occur in a sea state other than the 1 in 100-year Hs. Secondly, this approach neglects the probability that the largest wave could occur in a sea state other than the 1 in 100-year Hs This can lead to significant underestimates in predictions of extremes, since there will be several sea states with Hs close to the most severe value, either within the same storm or in separate storms (Carter and Challenor, 1990)

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