陈羡濠, 胡昱, 王亚军, et al. Dam deformation interval prediction model based on XGBoost[J]. Journal of Hydroelectric Engineering, 2024, 43(10).
DOI:
陈羡濠, 胡昱, 王亚军, et al. Dam deformation interval prediction model based on XGBoost[J]. Journal of Hydroelectric Engineering, 2024, 43(10).DOI: 10.11660/slfdxb.20241011.
Dam deformation interval prediction model based on XGBoost
leading to gradual reduction in the effectiveness and accuracy of long-term monitoring warnings and thereby increasing disaster risks. Therefore
developing efficient and accurate deformation monitoring models is crucial to dam safety assessment. Traditional deterministic point predictions of a dam system
due to its inherent uncertainty
are faced with unavoidable challenges in error
bringing in low accuracy and a difficulty in determining the main factors of dam deformation. This paper presents a novel method that combines eXtreme Gradient Boosting with Bootstrap to construct prediction intervals. We use Elastic Net to extract the features of displacement influencing factors
and Bayesian Optimization to search for its optimal parameters. It can effectively estimate its own bias by combining multiple XGBoost models through Bootstrap; through residual training of the ensemble model
it further estimates the variance of random noise
quantifying the uncertainty of dam deformation. We validate this method in engineering case studies against the monitoring data from the Baihetan extra high arch dam under operation. Comparison of its predictions with the measurements and those predicted using a single model verifies its high accuracy and robustness
showing its root mean square error of only 0.0112. The accuracy of the model reaches 96%
and the efficiency is raised by up to 71% compared with the single model.