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Risk-based maintenance and inspection of riverine flood defence systems
Abstract The condition of flood defence revetments is influenced by many different degradation processes such as animal burrowing, rutting and growth of weeds. Many of these processes are shock-based rather than progressive continuous. As shocks can cause a drop in performance, this means that the condition of a revetment can suddenly decrease, meaning that revetments can have significant initial damage at the beginning of a storm. Combined with the limited detection probability of common visual inspections of flood defences, this can have a significant influence on the reliability of flood defence systems, something typically not considered in reliability analysis. In this paper we study the reliability of a flood defence system subject to shock-based degradation. Various maintenance concepts are compared for a case study of a riverine flood defence of 20 kilometres length. This demonstrates that the current maintenance concept is insufficient to satisfy the reliability requirements for failure of the revetment. Overall, the joint influence of degradation and the existing maintenance concept leads to a 20 times higher failure probability estimate compared to a typical assessment without these aspects. Next, we demonstrate that both additional inspections, and targeted interventions to reduce the impact of for instance animal burrowing, can significantly reduce total cost and improve robustness of the considered flood defence system.
Highlights Influence of shock-based degradation on reliability of flood defences is considered. Shock-based degradation is modelled using a Dynamic Bayesian Network. Failure probability can be underestimated by a factor 20 if degradation is ignored. Increasing frequency of inspections increases robustness and reduces total cost. Targeted structural interventions are efficient in reducing the impact of degradation.
Risk-based maintenance and inspection of riverine flood defence systems
Abstract The condition of flood defence revetments is influenced by many different degradation processes such as animal burrowing, rutting and growth of weeds. Many of these processes are shock-based rather than progressive continuous. As shocks can cause a drop in performance, this means that the condition of a revetment can suddenly decrease, meaning that revetments can have significant initial damage at the beginning of a storm. Combined with the limited detection probability of common visual inspections of flood defences, this can have a significant influence on the reliability of flood defence systems, something typically not considered in reliability analysis. In this paper we study the reliability of a flood defence system subject to shock-based degradation. Various maintenance concepts are compared for a case study of a riverine flood defence of 20 kilometres length. This demonstrates that the current maintenance concept is insufficient to satisfy the reliability requirements for failure of the revetment. Overall, the joint influence of degradation and the existing maintenance concept leads to a 20 times higher failure probability estimate compared to a typical assessment without these aspects. Next, we demonstrate that both additional inspections, and targeted interventions to reduce the impact of for instance animal burrowing, can significantly reduce total cost and improve robustness of the considered flood defence system.
Highlights Influence of shock-based degradation on reliability of flood defences is considered. Shock-based degradation is modelled using a Dynamic Bayesian Network. Failure probability can be underestimated by a factor 20 if degradation is ignored. Increasing frequency of inspections increases robustness and reduces total cost. Targeted structural interventions are efficient in reducing the impact of degradation.
Risk-based maintenance and inspection of riverine flood defence systems
Klerk, Wouter Jan (author) / van Bergeijk, Vera (author) / Kanning, Wim (author) / Wolfert, Rogier (author) / Kok, Matthijs (author)
Structural Safety ; 106
2023-11-02
Article (Journal)
Electronic Resource
English
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