陈斯煜, 顾冲时, 盛金保, et al. Sparse Bayesian learning-driven interpretable interval prediction model for dam deformation[J]. Journal of Hydroelectric Engineering, 2025, 44(1).
DOI:
陈斯煜, 顾冲时, 盛金保, et al. Sparse Bayesian learning-driven interpretable interval prediction model for dam deformation[J]. Journal of Hydroelectric Engineering, 2025, 44(1). DOI: 10.11660/slfdxb.20250102.
Sparse Bayesian learning-driven interpretable interval prediction model for dam deformation
Deformation is a crucial indicator of the structural behaviors of a water dam. To address the issues of uncertainty quantification and model interpretability in dam deformation prediction
this study presents a sparse Bayesian learning (SBL)-driven model for interval prediction of dam deformation
considering both data noise and parameter uncertainty. We adopt a parallel Rao-3 algorithm and a cross-validation strategy to optimize adaptively the parameters of the kernel function
and then construct an optimized sparse Bayesian learning model that accurately captures the nonlinear relationship between the input variables (i.e. reservoir water level
temperature
and time-dependent variables) and output variables (i.e. dam displacements). For the variables that influence dam deformation
we calculate their feature importance by integrating global sensitivity analysis with this new prediction model
and gain valuable insights into the impact of feature variables on deformation prediction. A case study is made on an EDF concrete arch dam originating from the 16th International Benchmark Workshop on Numerical Analysis of Dams. The results demonstrate our prediction model outperforms the multiple linear regression statistical models
radial basis function networks
and Gaussian process regression models in terms of point prediction and interval prediction accuracy while maintaining good interpretability.