基于深部位移的滑坡预警预报方法以云南某水电站库区特大型滑坡为例

    Method of landslide early warning and prediction based on deep displacement: A case study of a super large landslide in the reservoir area of a hydropower station in Yunnan

    • 摘要:
      研究目的 水电站库区特大型滑坡形成机理极其复杂,现有预警预报方法很难准确预测滑坡变形阶段。
      研究方法 为了更准确地对其进行预警预报研究,采用钻孔深部位移监测法,结合测斜仪监测原理,对现有的预警方法加以改进,提出针对测斜仪的动能、动能变化率预警指标。在此基础上,依据DH特大型滑坡的深部位移监测数据,对累积合位移-深度曲线、变形速率、变形加速度、动能及动能变化率的趋势和时间界限值进行分析,确立了辨识滑坡变形演化阶段的方法。
      研究结果 研究结果表明,滑坡在不同的分区存在多个滑动面,滑动面以上呈现整体滑动趋势;滑坡由匀速变形阶段进入加速变形阶段,动能变化率有明显的增加且会大幅度波动。
      结论 建立的基于深部位移动能和动能变化率预警指标的滑坡变形演化阶段辨识方法对每个阶段的划分和预警时间的辨识相较于速率和加速度曲线更加准确,能更好地识别出水电站库区特大型滑坡所处的变形阶段,为判断此类滑坡所处变形阶段提供参考依据。

       

      Abstract:
      Objective The mechanism of super large landslides in hydropower station reservoir areas is extremely complex. It is difficult to accurately predict the deformation stage of landslides using existing early warning and prediction methods.
      Methods In order to conduct more accurate early warning and prediction research on it, this article adopts the borehole deep displacement monitoring method. An improved early warning indicator of kinetic energy and kinetic energy change rate for inclinometers was proposed, which based on the monitoring principle of inclinometers. On the basis of deep displacement monitoring data of the DH super large landslide, the trend and time limit values of cumulated displacement depth curve, deformation rate, deformation acceleration, kinetic energy and its variation rate were analyzed. A method was established to identify the stages of landslide deformation evolution.
      Results The research results indicate that landslides have multiple sliding surfaces in different zones, and there is an overall sliding trend above the landslide sliding surface. During the process of landslide from uniform deformation stage to accelerated deformation stage, the rate of kinetic energy change significantly increases and fluctuates significantly. The identification method for landslide deformation evolution stages based on deep displacement kinetic energy and kinetic energy change rate warning indicators is established.
      Conclusions This method is more accurate in dividing each stage and identifying warning time compared to the rate and acceleration curves. Not only can it better identify the deformation stage of super lager landslides in hydropower station reservoir areas, but it can also provide a reference basis for determining the deformation stage of such landslides.

       

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