A probabilistic approach to levee reliability based on sliding, backward erosion and overflowing mechanisms: Application to an inspired Canadian case study
Abstract Improving protection against fluvial floods requires a better estimation of levee failure. We developed an assessment method of levee failure probabilities for sliding, backward erosion, and overflowing each represented by fragility curves. We tested two approaches to aggregate those fragil...
Main Authors: | Florence Mainguenaud, Laurent Peyras, Usman T. Khan, Claudio Carvajal, Jitendra Sharma, Bruno Beullac |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2023-12-01
|
Series: | Journal of Flood Risk Management |
Subjects: | |
Online Access: | https://doi.org/10.1111/jfr3.12921 |
Similar Items
-
Experimental Investigation of Levee Erosion during Overflow and Infiltration with Varied Hydraulic Conductivities of Levee and Foundation Properties in Saturated Conditions
by: Liaqat Ali, et al.
Published: (2023-07-01) -
Canal and river levees /
by: 269932 Peter, Pavel
Published: (1982) -
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees
by: Mitsu Okamura, et al.
Published: (2022-10-01) -
Overflowing tests at the Polish DredgDikes research dike – stability of the dike surface against erosion
by: Jan Olschewski, et al.
Published: (2015-10-01) -
A pragmatic, performance‐based approach to levee safety assessments
by: Stephan Johannes Hendrikus Rikkert, et al.
Published: (2022-12-01)