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Assessment of Discharge through a Dike Breach and Simulation of Flood Wave Propagation

Author

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  • Paul Kamrath
  • Markus Disse
  • Matthias Hammer
  • Jürgen Köngeter

Abstract

This paper presents a simple and fast method to calculate flow through a dike breach. The approach was based on two-dimensional numerical simulations of idealized dike breakages at straight river-sections. As a result, computation of discharge through a breach can be achieved by use of the new developed formula (denoted as dike break formula). Furthermore, a methodology that combines one-dimensional hydrodynamic modelling, the dike break formula and a simple GIS-based method to estimate inundation areas is described. This fast and easy-to-handle tool can be utilized for near real-time forecasting or evacuation decisions. Detailed predictions were made for a number of flood and dike break scenarios at the River Rhine to prove the accuracy of the new method compared with two-dimensional numerical models. Copyright Springer 2006

Suggested Citation

  • Paul Kamrath & Markus Disse & Matthias Hammer & Jürgen Köngeter, 2006. "Assessment of Discharge through a Dike Breach and Simulation of Flood Wave Propagation," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 38(1), pages 63-78, May.
    • Handle: RePEc:spr:nathaz:v:38:y:2006:i:1:p:63-78
    DOI: 10.1007/s11069-005-8600-x
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    Citations

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    Cited by:

    1. Benjamin Dewals & Sébastien Erpicum & Sylvain Detrembleur & Pierre Archambeau & Michel Pirotton, 2011. "Failure of dams arranged in series or in complex," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 56(3), pages 917-939, March.
    2. Hui Hu & Jianfeng Zhang & Tao Li & Jie Yang, 2020. "A simplified mathematical model for the dam-breach hydrograph for three reservoir geometries following a sudden full dam break," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 102(3), pages 1515-1540, July.
    3. Dupuits, E.J.C. & Klerk, W.J. & Schweckendiek, T. & de Bruijn, K.M., 2019. "Impact of including interdependencies between multiple riverine flood defences on the economically optimal flood safety levels," Reliability Engineering and System Safety, Elsevier, vol. 191(C).
    4. Jean-Luc Kok & Malte Grossmann, 2010. "Large-scale assessment of flood risk and the effects of mitigation measures along the Elbe River," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 52(1), pages 143-166, January.
    5. Bruno Merz & Jana Friedrich & Markus Disse & Jochen Schwarz & Johann Goldammer & Jochen Wächter, 2006. "Possibilities and Limitations of Interdisciplinary, User-oriented Research: Experiences from the German Research Network Natural Disasters," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 38(1), pages 3-20, May.

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