Articles | Volume 17, issue 11
https://doi.org/10.5194/nhess-17-1893-2017
https://doi.org/10.5194/nhess-17-1893-2017
Research article
 | 
13 Nov 2017
Research article |  | 13 Nov 2017

Economically optimal safety targets for interdependent flood defences in a graph-based approach with an efficient evaluation of expected annual damage estimates

Egidius Johanna Cassianus Dupuits, Ferdinand Lennaert Machiel Diermanse, and Matthijs Kok

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Cited articles

Brekelmans, R., Den Hertog, D., Roos, K., and Eijgenraam, C.: Safe Dike Heights at Minimal Costs: The Nonhomogeneous Case, Oper. Res., 60, 1342–1355, https://doi.org/10.1287/opre.1110.1028, 2012.
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de Bruijn, K. M., Diermanse, F. L. M., and Beckers, J. V. L.: An advanced method for flood risk analysis in river deltas, applied to societal flood fatality risk in the Netherlands, Nat. Hazards Earth Syst. Sci., 14, 2767–2781, https://doi.org/10.5194/nhess-14-2767-2014, 2014.
Dijkstra, E. W.: A Note on Two Probles in Connexion with Graphs, Numer. Math., 1, 269–271, https://doi.org/10.1007/BF01386390, 1959.
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Short summary
Flood defences, such as levees, emergency storage basins or storm surge barriers, can be designed as multiple lines of defence. If each line of defence has a number of possible levels, the total number of possible system configurations can be large. This paper presents an approach that is able to find an optimal configuration including future adaptations of such a flood defence system, based on an economic cost–benefit analysis.
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