Interval prediction method for dynamic zoning of displacements in super-high arch dam under significant water level fluctuations

Displacement is one of the most intuitive indicators reflecting the influence of internal and external environments on dam structures. However, existing displacement monitoring models mostly rely on static fitting of single point and deterministic point value estimation, failing to deeply consider the similarity and uncertainty of displacement in dynamic changes under significant water level fluctuations. To address this issue, the displacements are first divided into three periods: ascending, descending, and stable periods. Second, based on the Ward criterion, the displacements of measuring points in different periods are clustered and partitioned, and the CRITIC method is applied to amalgamate the displacement of multiple points within each partition into comprehensive displacements, which reflect the displacement changes of the corresponding partition. Then, the comprehensive displacements are predicted utilizing deep learning model convolutional neural network-gated recurrent unit (CNN-GRU). Finally, to consider the uncertainty and randomness of displacement changes, prediction intervals based on Bootstrap method are employed to quantify the impact of uncertain factors. Engineering examples show that the proposed method can provide scientific basis and technical support for the safety monitoring and health diagnosis of super-high arch dams.

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Publication Details

Journal
Structural Health Monitoring
Published
2024-10-12
DOI
https://doi.org/10.1177/14759217241282738
Citations
13
Primary Topic
Dam Engineering and Safety
Type
article
Field-Weighted Citation Impact
3.39

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article

Interval prediction method for dynamic zoning of displacements in super-high arch dam under significant water level fluctuations

Zeyuan Chen, Huaizhi Su, Bo Xu, Zhenhao Zhu et al.
13 citations
Structural Health Monitoring
Dam Engineering and Safety
3.39
article

Interval prediction method for dynamic zoning of displacements in super-high arch dam under significant water level fluctuations

Zeyuan Chen, Huaizhi Su, Bo Xu, Zhenhao Zhu, Hu Zhang
article en
13 citations

Abstract

Displacement is one of the most intuitive indicators reflecting the influence of internal and external environments on dam structures. However, existing displacement monitoring models mostly rely on static fitting of single point and deterministic point value estimation, failing to deeply consider the similarity and uncertainty of displacement in dynamic changes under significant water level fluctuations. To address this issue, the displacements are first divided into three periods: ascending, descending, and stable periods. Second, based on the Ward criterion, the displacements of measuring points in different periods are clustered and partitioned, and the CRITIC method is applied to amalgamate the displacement of multiple points within each partition into comprehensive displacements, which reflect the displacement changes of the corresponding partition. Then, the comprehensive displacements are predicted utilizing deep learning model convolutional neural network-gated recurrent unit (CNN-GRU). Finally, to consider the uncertainty and randomness of displacement changes, prediction intervals based on Bootstrap method are employed to quantify the impact of uncertain factors. Engineering examples show that the proposed method can provide scientific basis and technical support for the safety monitoring and health diagnosis of super-high arch dams.

Structural Health MonitoringVol. 24(6)
Harbin Engineering University (CN), Hohai University (CN), Yantai University (CN), Yangzhou University (CN)
National Natural Science Foundation of China
Clean water and sanitation
Openalex Percentile: Top 8%
Dam Engineering and Safety
3.39
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Interval prediction method for dynamic zoning of displacements in super-high arch dam under significant water level fluctuations — Zeyuan Chen, Huaizhi Su, et al. · Structural Health Monitoring (2024) | TGRS Research Map | TGRS