TY - JOUR
T1 - Improving Bridge Safety
T2 - A Spider Monkey Optimization-based ANN Model for Scour Depth Prediction
AU - Sammen, Saad Sh
AU - Amini, Ata
AU - Othman Ahmed, Kaywan
AU - Sadeghifar, Tayeb
AU - Pushparaj, Jagalingam
AU - Naganna, Sujay Raghavendra
N1 - Publisher Copyright:
© The Author(s) 2025.
PY - 2025/9
Y1 - 2025/9
N2 - Hydraulic engineering research has long focused on understanding and predicting scour depth around bridge piers, a critical factor in maintaining structural integrity of bridges. This study delves into applying soft computing methods, specifically machine learning algorithms, to model and simulate local scour depth around simple piers. Leveraging a robust dataset compiled from various sources and utilizing five distinct models, including Artificial Neural Networks (ANN), Gradient Tree Boosting (GTB), and CatBoost Regression (CBR), the research aims to accurately predict pier scour depth and assess the impact of different variables on the estimation process. Additionally, to enhance estimation accuracy, the neural network weights were optimized using the Spider Monkey Optimization (SMO) and Particle Swarm Optimization (PSO) methods. Using mutual information (MI) as a feature selection method, the study reveals the critical role of specific features in enhancing the precision of scour depth predictions. Through a comprehensive analysis of model performance metrics, the study highlights the efficacy of the SMO-based ANN model for accurately predicting scour depth. Furthermore, through a detailed evaluation using the Taylor diagrams, the study provides an insightful comparison of the predictive capabilities of the hybrid machine learning models, shedding light on their respective errors and accuracy in estimating scour depth around bridge piers.
AB - Hydraulic engineering research has long focused on understanding and predicting scour depth around bridge piers, a critical factor in maintaining structural integrity of bridges. This study delves into applying soft computing methods, specifically machine learning algorithms, to model and simulate local scour depth around simple piers. Leveraging a robust dataset compiled from various sources and utilizing five distinct models, including Artificial Neural Networks (ANN), Gradient Tree Boosting (GTB), and CatBoost Regression (CBR), the research aims to accurately predict pier scour depth and assess the impact of different variables on the estimation process. Additionally, to enhance estimation accuracy, the neural network weights were optimized using the Spider Monkey Optimization (SMO) and Particle Swarm Optimization (PSO) methods. Using mutual information (MI) as a feature selection method, the study reveals the critical role of specific features in enhancing the precision of scour depth predictions. Through a comprehensive analysis of model performance metrics, the study highlights the efficacy of the SMO-based ANN model for accurately predicting scour depth. Furthermore, through a detailed evaluation using the Taylor diagrams, the study provides an insightful comparison of the predictive capabilities of the hybrid machine learning models, shedding light on their respective errors and accuracy in estimating scour depth around bridge piers.
UR - https://www.scopus.com/pages/publications/105006551889
UR - https://www.scopus.com/pages/publications/105006551889#tab=citedBy
U2 - 10.1007/s11269-025-04224-4
DO - 10.1007/s11269-025-04224-4
M3 - Article
AN - SCOPUS:105006551889
SN - 0920-4741
VL - 39
SP - 5695
EP - 5717
JO - Water Resources Management
JF - Water Resources Management
IS - 11
ER -