Bayesian Network-Based Earth-Rock Dam Breach Probability Analysis Integrating Machine Learning

Journal Article (2025)
Author(s)

Zongkun Li (Zhengzhou University)

Qing Shi (Zhengzhou University)

Heqiang Sun (Zhengzhou University)

Yingjian Zhou (Zhengzhou University)

Fuheng Ma (Nanjing Hydraulic Research Institute)

Jianyou Wang (Zhengzhou University)

Pieter van Gelder (TU Delft - Safety and Security Science)

Research Group
Safety and Security Science
DOI related publication
https://doi.org/10.3390/w17213085 Final published version
More Info
expand_more
Publication Year
2025
Language
English
Research Group
Safety and Security Science
Journal title
Water
Issue number
21
Volume number
17
Article number
3085
Downloads counter
113
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Earth-rock dams are critical components of hydraulic engineering, undertaking core functions such as flood control and disaster mitigation. However, the potential occurrence of dam breach poses a severe threat to regional socioeconomic stability and ecological security. To address the limitations of traditional Bayesian network (BN) in capturing the complex nonlinear coupling and dynamic mutual interactions among risk factors, they are integrated with machine learning techniques, based on a collected dataset of earth-rock dam breach case samples, the PC structure learning algorithm was employed to preliminarily uncover risk associations. The dataset was compiled from public databases, including the U.S. Army Corps of Engineers (USACE) and Dam Safety Management Center of the Ministry of Water Resources of China, as well as engineering reports from provincial water conservancy departments in China and Europe. Expert knowledge was integrated to optimize the network topology, thereby correcting causal relationships inconsistent with engineering mechanisms. The results indicate that the established hybrid model achieved AUC, accuracy, and F1-Score values of 0.887, 0.895, and 0.899, respectively, significantly outperforming the data-driven model G1. Forward inference identified the key drivers elevating breach risk. Conversely, backward inference revealed that overtopping was the direct failure mode with the highest probability of occurrence and the greatest contribution. The integration of data-driven approaches and domain knowledge provides theoretical and technical support for the probabilistic quantification of earth-rock dam breach and risk prevention and control decision-making.