Developments in the management of flood defences and hydraulic infrastructure in the Netherlands

Journal Article (2018)
Authors

Sebastiaan Nicolaas Jonkman (TU Delft - Hydraulic Structures and Flood Risk, Ministry of Infrastructure and the Environment)

HG Voortman (TU Delft - Hydraulic Structures and Flood Risk, ARCADIS Nederland)

Wouter J. Klerk (TU Delft - Hydraulic Structures and Flood Risk, Deltares)

BG van Vuren (TU Delft - Hydraulic Structures and Flood Risk, Ministry of Infrastructure and the Environment, HKV Lijn in Water)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2018 Sebastiaan N. Jonkman, H.G. Voortman, W.J. Klerk, S. van Vuren
To reference this document use:
https://doi.org/10.1080/15732479.2018.1441317
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 Sebastiaan N. Jonkman, H.G. Voortman, W.J. Klerk, S. van Vuren
Research Group
Hydraulic Structures and Flood Risk
Issue number
7
Volume number
14
Pages (from-to)
895-910
DOI:
https://doi.org/10.1080/15732479.2018.1441317
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Abstract

This article highlights recent developments in flood risk management in the Netherlands and presents approaches for reliability analysis and asset management for flood defences and hydraulic infrastructure. The functioning of this infrastructure is of great importance for the country as large parts of it are prone to flooding. Based on a nationwide flood risk assessment, new safety standards for flood defences have been derived in the form of maximal acceptable failure probabilities. A framework for the reliability-based analysis of the performance of hydraulic infrastructure is introduced. Within this context, various challenges are discussed, such as the dynamic nature of loads, resistance and reliability requirements over time. Various case studies are presented to highlight advances and challenges in various application fields. The first case illustrates how structural health monitoring contributes to a better characterisation of the reliability of the defences and how innovative measures can enhance the reliability. The second case discusses how the river system can be managed in the context of the new safety standards. The third case shows how upgrades and reinforcements of hydraulic structures can be evaluated taking into account (uncertain) future developments, such as sea level rise.