Print Email Facebook Twitter SWOT analysis of breach models for common dike failure mechanisms Title SWOT analysis of breach models for common dike failure mechanisms Author Peeters, P. Van Hoestenberghe, T. Vincke, L. Visser, P.J. Faculty Civil Engineering and Geosciences Department Hydraulic Engineering Date 2011-06-26 Abstract The use of breach models includes two tasks: predicting breach characteristics and estimating flow through the breach. Strengths and weaknesses as well as opportunities and threats of different simplified and detailed physically-based breach models are listed following theoretical and practical criteria. According to the theoretical criteria, the breach models that incorporate detailed breaching processes offer more opportunities. In practice however, these models do not necessarily give rise to better results. From the SWOT-analysis, it can be concluded that consolidation of present knowledge towards a comprehensive breaching theory is far from complete. For flood risk analyses, the challenge remains to find equilibrium between detailed process description and practical model implementation and calibration. Nowadays, some modelling suites are black-box models. Others have numerous modelling options that do not improve transparency. Moreover, all models lack validation for real-world case studies, especially for composite dike types Subject breach models, dike type, failure mechanism, non-cohesive and cohesive core material To reference this document use: http://resolver.tudelft.nl/uuid:9d50d365-92da-497f-9471-70a111d6318e Publisher Engineers Australia ISBN 978-0-85825-868-6 Source Proceeding of the 34th IAHR World Congress - Balance and Uncertainty, 33rd Hydrology and Water Resources Symposium; 10th Hydraulics Conference, 2011 June/July, Brisbane Part of collection Institutional Repository Document type conference paper Rights (c) 2011 Peeters, P., Van Hoestenberghe, T., Vincke, L., Visser, P.J. Files PDF 277947.pdf 183.43 KB Close viewer /islandora/object/uuid:9d50d365-92da-497f-9471-70a111d6318e/datastream/OBJ/view