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Investigating the use of joint probability curves in coastal engineering practice

Hames, Dominic; Gouldby, Ben; Hawkes, Peter

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Authors

Dominic Hames

Ben Gouldby

Peter Hawkes



Abstract

This paper investigates the inherent inaccuracy in the estimation of various extreme response variables (RVs) for different sea defence structures using joint exceedance curve approaches in common use around the UK. Utilising stochastically generated nearshore datasets that include extreme wave and sea-level conditions determined at regular intervals around the English coastline as part of a previous study, and asset information from the Environment Agency's Asset Information Management System database, this paper assesses 592 sea defence structures and their associated extreme response using different joint exceedance curve approaches when compared against the RV approach. This paper highlights that extreme RVs are often underestimated when using a joint exceedance curve approach, which in many cases can be significant. This suggests that the performance of many sea defence structures are incorrectly estimated. As a consequence, joint exceedance curve approaches may under-design sea defence structures to a greater level than previously indicated, or significantly underestimate extreme RVs when assessing the performance of existing structures.

Journal Article Type Article
Acceptance Date Mar 26, 2020
Online Publication Date Oct 9, 2020
Publication Date Sep 30, 2020
Deposit Date Sep 12, 2023
Publicly Available Date Sep 15, 2023
Journal Proceedings of the Institution of Civil Engineers: Maritime Engineering
Print ISSN 1741-7597
Electronic ISSN 1751-7737
Publisher Thomas Telford
Peer Reviewed Peer Reviewed
Volume 173
Issue 3
Pages 68-78
Series ISSN 1741-7597
DOI https://doi.org/10.1680/jmaen.2019.12
Keywords coastal engineering, risk & probability analysis, sea defences
Public URL https://uwe-repository.worktribe.com/output/11095328
Additional Information This paper won the 2021 ICE Halcrow Prize.

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