Fully probabilistic assessment of safety against flooding along the Dutch coast

Journal Article (2017)
Author(s)

V. Vuik (TU Delft - Hydraulic Structures and Flood Risk, HKV Lijn in Water)

W van Balen (Deltares)

B.G. Vuren (HKV Lijn in Water)

Research Group
Hydraulic Structures and Flood Risk
DOI related publication
https://doi.org/10.1111/jfr3.12153
More Info
expand_more
Publication Year
2017
Language
English
Research Group
Hydraulic Structures and Flood Risk
Issue number
3
Volume number
10
Pages (from-to)
349-360

Abstract

This paper describes a fully probabilistic safety assessment of the Dutch North Sea coast, in which stochastic properties of both hydraulic loads and strength of the flood defences have been taken into account. The study has led to an overview of failure probabilities along the coast with high spatial resolution. Both dikes and dunes have been considered. Failure probabilities at individual locations have been combined to flooding probabilities per dike ring area. The vast majority of the Dutch coastal defences is quite secure in terms of flooding. This study demonstrates that generally, the Dutch dunes provide a higher degree of safety than the sea dikes. When incorporating the consequences of flooding to the analysis, the calculated flooding probabilities can be used to determine flood risks. The probabilistic method, presented in this paper, enables accurate balancing between avoided flood risks and investments to reinforce the flood defences.

No files available

Metadata only record. There are no files for this record.