Journal of JSCE
Online ISSN : 2187-5103
ISSN-L : 2187-5103
Paper
THE EFFECT OF CHANNEL WIDTH AND CHANNEL BED SLOPE ON LEVEE BREACH PROCESSES
Tomonori SHIMADAYasuharu WATANABEHirokazu OKABEToshiki IWASAKIYasuhiro NAKASHIMA
Author information
JOURNALS FREE ACCESS

2020 Volume 8 Issue 1 Pages 71-78

Details
Abstract

 In recent years, levee breaches have occurred occasionally, requiring the development of technology to mitigate the damage caused by such breaches. Therefore, it is vital to clarify the levee breach phenomenon. Levee breach experiments have been performed using the Chiyoda Experimental Channel to obtain various data. However, those experiments were performed under limited river channel conditions. Using the numerical-computation model developed on the basis of the experiments performed so far, the effects of river width and riverbed slope on the levee breach phenomenon have been studied. A steep-slope riverbed develops, not depending upon the river width, but on the levee breach expansion in the longitudinal direction, whereas a gentle riverbed develops remarkable depressions, and wider river width causes flooding close to direct overflow. The characteristics of the river channel were classified into four categories to determine the different types of levee breaches and to show how to approach effective methods to reduce the risk of a disaster.

Information related to the author
© 2020 Japan Society of Civil Engineers
Previous article Next article
feedback
Top