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Deformation early-warning index for heightened gravity dam during impoundment period

         

摘要

The mechanical parameters of materials in a dam body and dam foundation tend to change when dams are reinforced in aging processes.It is important to use an early-warning index to reflect the safety status of dams,particularly of heightened projects in the impoundment period.Herein,a new method for monitoring the safety status of heightened dams is proposed based on the deformation monitoring data of a dam structure,a statistical model,and finite-element numerical simulation.First,a fast optimization inversion method for estimation of dam mechanical parameters was developed,which used the water pressure component extracted from a statistical model,an improved inversion objective function,and a genetic optimization iterative algorithm.Then,a finite element model of a heightened concrete gravity dam was established,and the deformation behavior of the dam with rising water levels in the impoundment period was simulated.Subsequently,mechanical parameters of aged dam parts were calculated using the fast optimization inversion method with simulated deformation and the water pressure deformation component obtained by the statistical model under the same conditions of water pressure change.Finally,a new earlywarning index of dam deformation was constructed by means of the forward-simulated deformation and other components of the statistical model.The early-warning index is useful for forecasting dam deformation under different water levels,especially high water levels.

著录项

  • 来源
    《水科学与水工程:英文版》 |2021年第1期|P.54-64|共11页
  • 作者单位

    State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Hohai University Nanjing 210098 ChinaCollege of Water Conservancy and Hydropower Engineering Hohai University Nanjing 210098 China;

    State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Hohai University Nanjing 210098 ChinaCollege of Water Conservancy and Hydropower Engineering Hohai University Nanjing 210098 China;

    State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Hohai University Nanjing 210098 ChinaCollege of Water Conservancy and Hydropower Engineering Hohai University Nanjing 210098 China;

    State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Hohai University Nanjing 210098 ChinaCollege of Water Conservancy and Hydropower Engineering Hohai University Nanjing 210098 China;

  • 原文格式 PDF
  • 正文语种 chi
  • 中图分类 金属学与热处理;
  • 关键词

    Concrete gravity dam; Parameter inverse analysis; Structural health monitoring; Early-warning index; Finite element simulation;

    机译:混凝土重力坝;参数逆分析;结构健康监测;早期预警指标;有限元模拟;
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