IAHR, founded in 1935, is a worldwide independent member-based organisation of engineers and water specialists working in fields related to the hydro-environmental sciences and their practical application. Activities range from river and maritime hydraulics to water resources development and eco-hydraulics, through to ice engineering, hydroinformatics, and hydraulic machinery.
Log On
About IAHRDirectoryCommitteesMy IAHRNews & JournalseLibraryeShopEventsJoin IAHRWorld CongressDonate
spacer.gif
spacer.gif eLibrary
spacer.gif eLibrary
You are here : eLibrary : IAHR World Congress Proceedings : 35th IAHR Congress - Chengdu (2013) : THEME 5 - FLUVIAL HYDRAULICS AND RIVER MANAGEMENT : Experimental Investigation of the Erosion of a Sand Dike by Overtopping
Experimental Investigation of the Erosion of a Sand Dike by Overtopping
Author : Sylvie Van Emelen, Vincent Ferbus, Thibaut Spitaels, Yves Zech and Sandra Soares-Fraz∆o
A good knowledge of erosion processes during dike breaching is essential to evaluate the extent of the flood. So this paper presents the results of a new series of laboratory experiments on erosion of an overtopped non-cohesive sand dike. The setup represents a 2D-V problem with a narrow slide of dike between two glass walls. Two different uniform sediment grain sizes were tested: coarse sand (d = 50 1.85 mm) and fine sand (d = 0.61 mm). The focus is first set on the seepage effect into the dike failure 50 process. For the coarse sand, characterized by an important permeability, the seepage is too important to study a failure governed by pure overtopping. On the contrary, with the fine sand, the presence of a sand layer downstream of the dike, acting as a drain, avoids any sliding of the downstream toe. The second part of the study focuses on the dike erosion in presence of a downstream sand layer, ensuring failure governed by pure overtopping. Two sets were performed with distinct inflow in the upstream reservoir. The overall erosion process is comparable for both sets, with direct deposition downstream of the dike, and the formation of large antidunes during the lowering of the crest level. It is shown that the higher inflow discharge only accelerates the erosion during the first phase.
File Size : 863,532 bytes
File Type : Adobe Acrobat Document
Chapter : IAHR World Congress Proceedings
Category : 35th IAHR Congress - Chengdu (2013)
Article : THEME 5 - FLUVIAL HYDRAULICS AND RIVER MANAGEMENT
Date Published : 18/07/2016
Download Now