Evolution of joint probability methods in coastal engineering practice in the UK

Author:

Hames Dominic P.1ORCID,Gouldby Ben P.2ORCID,Hawkes Peter J.3ORCID

Affiliation:

1. Principal Engineer, HR Wallingford Ltd., Oxfordshire, UK (corresponding author: )

2. Chief Technical Director, HR Wallingford Ltd., Oxfordshire, UK

3. Principal Engineer (retired), HR Wallingford Ltd., Oxfordshire, UK

Abstract

This paper outlines the evolution of joint probability methods in the design and assessment of sea defence structures in the UK, together with the key drivers for these different methods. It highlights why and how the joint exceedance curve techniques were developed initially from the late 1980s and early 1990s, as well as the reasons for the later development of the Join-Sea software system in the mid-1990s, as well as more recently, the implementation of more robust multivariate statistical approaches. The differences between these techniques are outlined, as well as potential errors accounting for how these different techniques are applied to assess different sea defence response functions.

Publisher

Thomas Telford Ltd.

Subject

Ocean Engineering

Reference30 articles.

1. Statistics of coastal flood prevention

2. Defra (Department for Environment, Food and Rural Affairs) (2005) Joint Probability: Dependence Mapping and Best Practice: Technical Report on Dependence Mapping. London, UK, R&D Technical Report FD2308/TR1.

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