The occurrence of floods due to failures of river dikes is becoming a major problem for many developing countries. Prior knowledge of flood movement acquired through model simulation can help the planner in formulating an efficient management scheme. Numerical schemes for flow simulation are gaining popularity in this context. However, the implementation of a numerical scheme in this situation generally calls for analytic computation of an initial water surface profile. Several analytical methods with various degrees of sophistication are available for solving the dam break problem. However, an appropriate method of solution is not available for the situation of a dike breach flood where the released water moves in a lateral direction relative to the main stream. Therefore a new characteristic-based analytical solution of flood propagation has been developed for the situation where flood water, being released through an opening in the river dike, moves two-dimensionally over a valley.
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March 2003
Research Article|
March 01 2003
Analytical solution of a flood wave resulting from dike failure Available to Purchase
A. K. Sarma;
A. K. Sarma
Assistant Professor in Civil Engineering
Indian Institute of Technology
Guwahati, India
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M. M. Das
M. M. Das
Professor
Assam Engineering College
Guwahati, India
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Publisher: Emerald Publishing
Received:
January 15 2001
Accepted:
September 17 2002
Online ISSN: 1753-7800
Print ISSN: 1472-4561
© 2003 Thomas Telford Ltd
2003
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering (2003) 156 (1): 41–45.
Article history
Received:
January 15 2001
Accepted:
September 17 2002
Citation
Sarma AK, Das MM (2003), "Analytical solution of a flood wave resulting from dike failure". Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering, Vol. 156 No. 1 pp. 41–45, doi: https://doi.org/10.1680/wame.2003.156.1.41
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