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International Journal of River Basin Management Volume 13, 2015 - Issue 3
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Research papers

The importance of domino effects in flood risk assessments: a case study from the VNK2 project

Wouter Lambertus Anthonie Ter HorstHKV Consultants, Lelystad, The Netherlands;VNK2 ProjectOffice, Rijkswaterstaat, Utrecht, The Netherlands;Department of Civil Engineering and Geosciences, Delft University of Technology, Delft, The NetherlandsCorrespondence[email protected]
&
Rudolf Bernard JongejanVNK2 ProjectOffice, Rijkswaterstaat, Utrecht, The Netherlands;Department of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands;Jongejan RMC, Delft, The Netherlands. Email: [email protected].
Pages 305-313 | Received 11 Jan 2014, Accepted 27 Dec 2014, Published online: 06 Mar 2015

References

  • Bisschop, C., 2011. Veiligheid Nederland in Kaart 2 – Overstromingsrisico dijkring 44 Lopiker- en Krimpenerwaard. Utrecht: VNK2 Project Office.
  • Boon, M., 2011. Veiligheid Nederland in Kaart 2 – Overstromingsrisico dijkring 15 Lopiker- en Krimpenerwaard. Utrecht: VNK2 Project Office.
  • Ferry-Borges, J. and Castenheta, M., 1971. Structural safety. Lisbon: Laboratoria Nacional de Engenhere Civil.
  • Hasofer, A.M. and Lind, N.C., 1974. An exact and invariant first-order reliability format. ASCE, 100 (EM1), 111–121.
  • Hohenbichler, M. and Rackwitz, R., 1983. First-order concepts in system reliability. Structural Safety, 1 (3), 177–188.
  • Jongejan, R.B. and Maaskant, B., 2015. Quantifying flood risks in the Netherlands. Risk Analysis. doi: 10.1111/risa.12285
  • Jongejan, R.J., et al., 2011. The VNK2-project: A fully probabilistic risk analysis for all major levee systems in the Netherlands. Paper presented at 5th International Conference on Flood Management (ICFM5), 27–29 October, Tokyo.
  • Ministry of Infrastructure and the Environment, 2009. Nationaal Waterplan 2009–2015. Hague: Ministry of Infrastructure and the Environment.
  • Thonus, B., Kuijper, B. and Vrouwenvelder, T., 2008. Scenariokansen met PC-Ring, Handleiding. Lelystad: HKV Lijn in Water.
  • Van Manen, S.E. and Brinkhuis, M., 2005. Quantitative flood risk assessment for polders. Reliability Engineering System Safety, 90, 229–237.
  • VanMarcke, E., 2011. Risk of limit-equilibrium failure of long earth slopes: how it depends on length. Proceedings of Geotechnical Risk Assessment & Management GeoRisk 2011, 26–28 June, Atlanta.
  • VNK2 Project Office, 2010. VNK2: De methode Nader Verklaard. Utrecht: VNK2 Project Office.
  • Vrouwenvelder, T., 2006. Spatial Effects in reliability analysis of flood protection systems. Proceedings of the Second IFED Forum, Lake Louise, Canada.
  • Vrouwenvelder, A.C.W.M.,and Steenbergen, H.M.G.M., 2003. Theoriehandleiding PC-Ring. Versie 3.0. Deel C: Rekentechnieken, TNO Bouw rapport 2003-CI-R0022 (in Dutch).

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