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Application of Spatiotemporal Hybrid Model of Deformation in Safety Monitoring of High Arch Dams: A Case Study

机译:时空混合模型在高拱坝安全监测中的变形中的应用 - 以案例研究

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摘要

As an important feature, deformation analysis is of great significance to ensure the safety and stability of arch dam operation. In this paper, Jinping-I arch dam with a height of 305 m, which is the highest dam in the world, is taken as the research object. The deformation data representation method is analyzed, and the processing method of deformation spatiotemporal data is discussed. A deformation hybrid model is established, in which the hydraulic component is calculated by the finite element method, and other components are still calculated by the statistical model method. Since the relationship among the measuring points is not taken into account and the overall situation cannot be fully reflected in the hybrid model, a spatiotemporal hybrid model is proposed. The measured values and coordinates of all the typical points with pendulums of the arch dam are included in one spatiotemporal hybrid model, which is feasible, convenient, and accurate. The model can predict the deformation of any position on the arch dam. This is of great significance for real-time monitoring of deformation and stability of Jinping-I arch dam and ensuring its operation safety.
机译:作为一个重要特征,变形分析具有重要意义,以确保拱坝操作的安全性和稳定性。在本文中,金平-I拱门大坝高度为305米,这是世界上最高的大坝,被视为研究对象。分析了变形数据表示方法,讨论了变形时滞数据的处理方法。建立了变形混合模型,其中液压部件通过有限元方法计算,并且其他组件仍然通过统计模型方法计算。由于没有考虑测量点之间的关系并且在混合模型中不能完全反映整体情况,提出了一种时尚的混合模型。所有典型点的测量值和拱形柱塞的典型点都包括在一个时空混合模型中,这是可行,方便和准确的。该模型可以预测拱坝上任何位置的变形。这对于金平-I拱门大坝的变形和稳定性的实时监测以及确保其操作安全性具有重要意义。

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