Affiliation:
1. 1 Department of Civil Engineering, Indian Institute of Technology Kharagpur, Paschim Medinipur, West Bengal, India
Abstract
Abstract
Most bridge failures occur due to the development of scour holes around the abutment and pier. Therefore, accurate prediction of abutment scour depth is critical for designing and maintaining bridges to ensure their safety and longevity. Traditional methods for predicting abutment scour depth, such as empirical formulas and physical models, have accuracy, applicability, and cost limitations. Machine learning (ML), on the other hand, has the potential to overcome these limitations by leveraging large amounts of data and identifying complex patterns and relationships that are difficult to detect using traditional methods. ML models can be trained on various data sources, including field measurements, laboratory experiments, and numerical simulations, to predict abutment scour depth accurately. Therefore, the present study aims to develop a novel-tuned Custom ensemble ML model for predicting abutment scour depth in clear-water conditions. The proposed Custom ensemble model outperforms the ML models used to predict non-dimensional scour depth at abutments with an accuracy of 95.93%.
Subject
Management, Monitoring, Policy and Law,Pollution,Water Science and Technology,Ecology,Civil and Structural Engineering,Environmental Engineering
Reference54 articles.
1. Local scour at bridge abutments in cohesive soil;Journal of Hydraulic Research Taylor & Francis,2012
2. Three-dimensional numerical modeling of pier scour under current and waves using level-set method;Journal of Offshore Mechanics and Arctic Engineering, American Society of Mechanical Engineers Digital Collection,2015
3. Computational fluid dynamics modeling of abutment scour under steady current using the level set method;International Journal of Sediment Research,2020
4. Sediment transport in combined wave & current seabed boundary layers due to streaming;Journal of Hydraulic Engineering,2021
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