考虑参数不确定性的心墙堆石坝湿化变形参数反演

    Inversion of wetting deformation parameters for core wall rockfill dam considering parameter uncertainty

    • 摘要: 湿化变形及其引发的潜在裂缝风险对心墙堆石坝结构完整性具有极大威胁,当前湿化参数反演多采用确定性方法,忽略开采扰动、施工差异、运行环境等因素的影响,导致反演结果存在偏差。本文以瀑布沟心墙坝为例,提出了一种基于贝叶斯框架的湿化参数概率反演方法。首先,利用统计模型解耦沉降测值以分离湿化变形数据;然后,采用Jaya-XGBoost构建高效代理模型,替代数值模型并开展敏感性分析;最后,将代理模型与DREAM(zs)抽样算法结合,实现湿化参数的概率推断与不确定性表征。结果表明,该方法能克服确定性反演方法的多解性和局部最优解问题,有效降低参数的不确定性;同时,基于后验分布均值计算的湿化变形与实际监测数据的偏差更小。本研究为土石坝参数反演提供了一种更加精确可靠的方法。

       

      Abstract: The wetting deformation and the associated potential cracking risks pose a significant threat to the structural integrity of core wall rockfill dam. Current inversion methods for wetting parameters are predominantly deterministic, which neglect the effects of factors such as excavation disturbances, construction variability, and operational environment, leading to biased inversion results. In this study, taking the Pubugou dam as an example, a Bayesian framework-based probabilistic inversion method for wetting parameters is proposed. First, a statistical model is employed to decouple the settlement observations and extract the wetting-induced deformation component. Then, a Jaya-XGBoost model is developed as an efficient surrogate to replace the numerical model and perform sensitivity analysis. Finally, the surrogate model is coupled with DREAM(zs) sampling algorithm to achieve probabilistic inference and uncertainty quantification of the wetting parameters. The results demonstrate that the proposed method effectively overcomes the issues of non-uniqueness and local optima in deterministic inversion approaches and reduce parameter uncertainty. Moreover, the wetting deformation computed based on the posterior mean shows a smaller deviation from the observed monitoring data. This study provides a more accurate and reliable approach for parameter inversion of earth-rockfill dams.

       

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