Chapter
Apr 26, 2012
Breaching of Sea Dikes and Subsequent Flooding Processes as Prerequisite for Disaster Prevention Measures
Authors: A. Kortenhaus [email protected], H. Oumeraci [email protected], Grzegorz Stanczak [email protected], and Claudia D'Eliso [email protected]Author Affiliations
Publication: Solutions to Coastal Disasters 2008
Abstract
A model system for the simulation of the breaching process induced by both wave overtopping from the shoreward side of dikes and wave impacts from the seaside, has been developed and is described in this paper. The model system is made of a preliminary model and a detailed model. The former has been used to simulate the breach formation and growth in a real coastal dike, including the effects of waves and grass protection. Details of the models are given and exemplary results are compared to each other. Furthermore, inundation models have been applied to model the flood induced by dike breaching where the uncertainties of the model and further research requirements are discussed in more detail.
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© 2008 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bodies of water (by type)
- Disaster risk management
- Disasters and hazards
- Engineering fundamentals
- Floods
- Fluid mechanics
- Hydraulic engineering
- Hydraulic structures
- Hydrologic engineering
- Levees and dikes
- Measurement (by type)
- Models (by type)
- Seas and oceans
- Simulation models
- Structural models
- Water and water resources
- Water management
- Wave measurement
- Wave overtopping
- Waves (fluid mechanics)
Authors
Affiliations
Leichtweiβ-Institute for Hydraulic Engineering and Water Resources, Technical University Braunschweig (LWI), Beethovenstr. 51a, 38106 Braunschweig, Germany. E-mail: [email protected]
LWI, Beethovenstr. 51a, 38106 Braunschweig, Germany. E-mail: [email protected]
LWI, Beethovenstr. 51a, 38106 Braunschweig, Germany. E-mail: [email protected]
Department of Civil Engineering, University of Florence, Italy. E-mail: [email protected]
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