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大坝变形极端梯度提升区间预测模型应用研究

陈羡濠 胡昱 王亚军 朱学舟

水力发电学报2024,Vol.43Issue(10):121-136,16.
水力发电学报2024,Vol.43Issue(10):121-136,16.DOI:10.11660/slfdxb.20241011

大坝变形极端梯度提升区间预测模型应用研究

Dam deformation interval prediction model based on XGBoost

陈羡濠 1胡昱 2王亚军 1朱学舟2

作者信息

  • 1. 浙江海洋大学 海洋工程装备学院,浙江 舟山 316000
  • 2. 清华大学 水圈科学与水利工程全国重点实验室,北京 100084||清华大学 水利部水圈科学重点实验室,北京 100084||清华大学 水利水电工程系,北京 100084
  • 折叠

摘要

Abstract

During the operation of a dam,its original monitoring data exhibit complex,diverse,and time-varying characteristics,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.

关键词

水利工程/变形预测/XGBoost/区间分析/贝叶斯优化

Key words

hydraulic engineering/deformation prediction/XGBoost/interval analysis/Bayesian optimization

分类

建筑与水利

引用本文复制引用

陈羡濠,胡昱,王亚军,朱学舟..大坝变形极端梯度提升区间预测模型应用研究[J].水力发电学报,2024,43(10):121-136,16.

基金项目

国家自然科学基金(51979145) (51979145)

引江济淮(河南段)工程科研项目(HNYJJH/JS/FWKY-2021005) (河南段)

水力发电学报

OA北大核心CSTPCD

1003-1243

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