Flood Inundation-Induced Bridge Pressure Scour: Developing New Prediction Equations and Exploring Machine-Learning Methods

Bridge pressure scour occurs when the bridge deck is inundated during a flood event, causing significant threats to the stability of local streambeds and bridge foundations. In the present study, new flume experiments were conducted to investigate the influence of the flow intensity, bridge deck clearance height, bridge deck thickness, and bridge deck longitudinal length on pressure scour depth. A comprehensive pressure scour dataset was assembled, using the new experimental data and existing data from the literature, to examine detailed parameter dependencies on scour depth and derive new empirical predictive equations. During this process, XGBoost, a machine learning (ML) model, was also developed using the dataset to assist parameter analysis, primarily as a parameter analyzer to corroborate variable selection and functional dependencies, and secondarily to provide an alternative, data-driven approach to scour prediction. The results show that, by using the newly proposed equations, 47% data are within the ±20% accuracy range, while the rate for over 20% underestimation was below 12%. This performance is significantly better than the existing methods and is beneficial in its theoretical framework. While the ML model attains strong predictive accuracy, we recommend treating it as a diagnostic parameter-analysis tool at the current stage rather than a reliable design method; the lack of a physical basis limits its generalizability and makes it important to exercise extra caution in practice. Finally, future research directions are discussed in this paper, particularly the future fusion of conventional empirical methods and ML models.

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Publication Details

Journal
Journal of Hydraulic Engineering
Published
2026-01-30
DOI
https://doi.org/10.1061/jhend8.hyeng-14675
Citations
1
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
Field-Weighted Citation Impact
31.91
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article

Flood Inundation-Induced Bridge Pressure Scour: Developing New Prediction Equations and Exploring Machine-Learning Methods

Yushu Xie, Yichen Yang, Bruce W. Melville, Zihao Tang
1 citations
Journal of Hydraulic Engineering
Hydrology and Sediment Transport Processes
31.91
article

Flood Inundation-Induced Bridge Pressure Scour: Developing New Prediction Equations and Exploring Machine-Learning Methods

Yushu Xie, Yichen Yang, Bruce W. Melville, Zihao Tang
article en
1 citations

Abstract

Bridge pressure scour occurs when the bridge deck is inundated during a flood event, causing significant threats to the stability of local streambeds and bridge foundations. In the present study, new flume experiments were conducted to investigate the influence of the flow intensity, bridge deck clearance height, bridge deck thickness, and bridge deck longitudinal length on pressure scour depth. A comprehensive pressure scour dataset was assembled, using the new experimental data and existing data from the literature, to examine detailed parameter dependencies on scour depth and derive new empirical predictive equations. During this process, XGBoost, a machine learning (ML) model, was also developed using the dataset to assist parameter analysis, primarily as a parameter analyzer to corroborate variable selection and functional dependencies, and secondarily to provide an alternative, data-driven approach to scour prediction. The results show that, by using the newly proposed equations, 47% data are within the ±20% accuracy range, while the rate for over 20% underestimation was below 12%. This performance is significantly better than the existing methods and is beneficial in its theoretical framework. While the ML model attains strong predictive accuracy, we recommend treating it as a diagnostic parameter-analysis tool at the current stage rather than a reliable design method; the lack of a physical basis limits its generalizability and makes it important to exercise extra caution in practice. Finally, future research directions are discussed in this paper, particularly the future fusion of conventional empirical methods and ML models.

Journal of Hydraulic EngineeringVol. 152(3)
University of Auckland (NZ), National University of Singapore (SG), Wuhan University (CN)
Sustainable cities and communities
Openalex Percentile: Top 1%
Hydrology and Sediment Transport Processes
31.91
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