大坝位移性态的多模型联合预警方法

A Multi‑model Early Warning Method for Dam Displacement Behavior

  • 摘要: 传统方法采用单一的模型开展大坝位移性态预警,虚假警报频次较高。为提升预警结果的可靠性,提出多模型联合预警方法。以水位-温度-时效模型(hydraulic-season-time, HST)、自回归滑动平均模型(autoregressive moving aver‍age, ARMA)为研究对象,采用核密度估计探讨了两类模型残差的一维分布规律。在此基础上,对两类模型的联合残差进行了频率分析,发现了联合残差非尾部弱相关、尾部强相关的分布特征。采用Copula函数对HST-ARMA联合残差进行拟合,得到了联合分布函数,实现了大坝位移性态的多模型联合预警。算例表明,采用单一的HST模型或ARMA模型预警,受建模序列特征以及模型结构特征的影响,虚假警报发生率高达23.17%~27.94%。而采用HST-ARMA联合预警,能够充分结合各模型的优势,虚假警报发生率可降至0.00%~0.63%。多模型联合预警能够有效降低虚假警报的发生频次,预警结果能够更加真实地反映大坝位移性态,可为提升大坝安全管理水平提供参考。

     

    Abstract:
    Objectives The traditional method uses a single monitoring model to conduct the early warning of dam displacement behavior. However, the single monitoring model may not reflect the real behavior of the dam due to its low accuracy, thus causing false alarms.
    Methods In order to improve the reliability of early warn‍ing results, a new multi-model early warning method is proposed. The hydraulic-season-time (HST) model and autoregressive moving average (ARMA) model, which are the most common models in engineering, are taken as the basic model. First, the advantages and disadvantages of the two models in dealing with dam displacement monitoring data are analyzed. Then the one-dimensional residual distribution of the two models is discussed by kernel density estimation. On this basis, the frequency analysis of the joint residuals of HST-ARMA is carried out and it shows the joint residuals is weakly correlated in non-tail, but strongly correlated in tail. Finally, the Copula function is used to fit the joint residuals of HST-ARMA, and the joint distribution function is obtained, which realizes the joint early warning of dam displacement behavior with multiple models.
    Results It is verified by several measuring points on the wire alignment system of concrete dam. The case study shows that if a single HST model or ARMA model is used for early warning, the false alarm rate can reach 23.17%-27.94% due to the influence of modeling sequence features and model structure features. And if the HST-ARMA method is used, the false alarm rate can be reduced to 0.00%‍‍‍‍-0.63% due to combine the advantages of different models.
    Conclusions The new method can combine the advantag‍es of different models and avoid the disadvantages of the single model, thus effectively reducing the frequency of false alarms. The warning results of HST-ARMA method are more reliable and can more truly reflect the dam displacement behavior. It can provide reference for improving the dam safety management level.

     

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