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.
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You are here : eLibrary : IAHR World Congress Proceedings : 35th IAHR Congress - Chengdu (2013) : THEME 6 - MARITIME HYDRAULICS AND COASTAL ENGINEERING : Discussion of the Failure Mechanics of Levees under Combined Wave and Surge Overtopping
Discussion of the Failure Mechanics of Levees under Combined Wave and Surge Overtopping
Author : Yi Pan, Cuiping Kuang, Lin Li and Farshad Amini
Investigations after Hurricane Katrina showed that most earthen levee damage occurred on the levee crest and land-side slope as a result of either wave overtopping, storm surge overflow, or a combination of both, which is the most dangerous condition. Full-scale flume tests and Erosion Function Apparatus (EFA) tests were conducted to investigate the erosion resistance performance of a levee strengthening technique ? High Performance Turf Reinforcement Mat (HPTRM) under combined wave and surge overtopping conditions. In this paper, a comparison is made between the results of flume tests and the EFA tests. On the basis of the relationships between soil loss and both shear stress and average overtopping velocity from full-scale tests and EFA tests, a conceptual model for soil loss from levee surface is tentatively proposed. The conceptual model explains the test measurements and answers the question of the relationship among the erosion, flow velocity and shear stress.
File Size : 155,661 bytes
File Type : Adobe Acrobat Document
Chapter : IAHR World Congress Proceedings
Category : 35th IAHR Congress - Chengdu (2013)
Article : THEME 6 - MARITIME HYDRAULICS AND COASTAL ENGINEERING
Date Published : 18/07/2016
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