Economic optimization of coastal flood defence systems including storm surge barrier closure reliability
L.F. Mooyaart (TU Delft - Hydraulic Structures and Flood Risk, Rijkswaterstaat)
A.M.R. Bakker (TU Delft - Hydraulic Structures and Flood Risk, Rijkswaterstaat)
Johan van den Bogaard (Rijkswaterstaat)
Ties Rijcken (TU Delft - Hydraulic Structures and Flood Risk)
Bas Jonkman (Texas A&M University Galveston, TU Delft - Hydraulic Structures and Flood Risk)
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Abstract
Storm surge barriers are large movable hydraulic structures which close during a storm surge to prevent coastal floods. In the regions they protect, a failure to close the barrier is often the most likely cause for a catastrophic flood. Nevertheless, flood risk assessments usually only focus on raising flood defences behind the barrier. Despite its importance, there is no general method to assess the costs and benefits of improving the closure reliability. This paper presents a model that optimises investments considering both closure reliability improvements and raising flood defences behind the barrier, using the region protected by the Maeslant barrier as a case. We substantiate that constructing the Maeslant barrier was an optimal economic decision. Moreover, we demonstrate large investments such as a redundant barrier already being economically sound with a few decimetres of sea level rise. Based on our experience with this case study, we expect the model is useful in finding strategies to adapt to rising sea levels and other developments that cause coastal flood risk to rise worldwide.
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