Chapter
Dec 31, 2015
A Model for Breach Growth in a Dike-Burst
Publication: Coastal Engineering 1988
Abstract
A mathematical model for sand-dike breach erosion is presented. The heart of the model is a modified Bagnold (1963) energetics-based sand transport conception combined with a simplified Galappatti and Vreugdenhil (1985) pick up mechanism for the suspended load. The model has been tested to three laboratory experiments. The agreement between model predictions and experimental results is surprisingly good. Prototype calculations are presented for the 73 m high sand-dike of a proposed pumped-storage plant in the Netherlands.
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Information
Published In
Coastal Engineering 1988
Pages: 1897 - 1910
Copyright
© 1989 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Authors
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Paul J. Visser
Scientific Officer, Department of Civil Engineering, Delft University of Technology, P.O. Box 5048, 2600 GA Delft, The Netherlands.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.