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区域滑坡灾害降雨预警的I-D-M阈值模型研究

卢操 晏鄂川 陈侠廷 方海伦 徐弈 陶清华

卢操,晏鄂川,陈侠廷,等. 区域滑坡灾害降雨预警的I-D-M阈值模型研究[J]. 地质科技通报,2025,44(6):157-165 doi: 10.19509/j.cnki.dzkq.tb20250216
引用本文: 卢操,晏鄂川,陈侠廷,等. 区域滑坡灾害降雨预警的I-D-M阈值模型研究[J]. 地质科技通报,2025,44(6):157-165 doi: 10.19509/j.cnki.dzkq.tb20250216
LU Cao,YAN Echuan,CHEN Xiating,et al. Research on the I-D-M threshold model for regional rainfall-induced landslide hazard early warning at a regional scale[J]. Bulletin of Geological Science and Technology,2025,44(6):157-165 doi: 10.19509/j.cnki.dzkq.tb20250216
Citation: LU Cao,YAN Echuan,CHEN Xiating,et al. Research on the I-D-M threshold model for regional rainfall-induced landslide hazard early warning at a regional scale[J]. Bulletin of Geological Science and Technology,2025,44(6):157-165 doi: 10.19509/j.cnki.dzkq.tb20250216

区域滑坡灾害降雨预警的I-D-M阈值模型研究

doi: 10.19509/j.cnki.dzkq.tb20250216
基金项目: 国家自然科学基金项目(41972289);浙江省自然资源厅2025年度厅级自然资源科技项目(2025ZJDZ022)
详细信息
    作者简介:

    卢操:E-mail:921587171@qq.com

    通讯作者:

    E-mail:yecyec6970@163.com

  • 中图分类号: P642

Research on the I-D-M threshold model for regional rainfall-induced landslide hazard early warning at a regional scale

More Information
  • 摘要:

    区域滑坡灾害降雨预警是近年来研究的热点问题,其难点在于拟定降雨阈值模型。基于逐时雨量数据引入峰值雨量(M),构建了滑坡灾害的三维表征降雨阈值模型,可为区域滑坡灾害降雨预警提供科学依据。在浙江省宁波市慈溪市、江北区、镇海区北部3区2010−2022年期间的104处降雨型滑坡事件基础上开展了研究。首先,利用泰森多边形划分单元网格方法划定与灾害相关联的雨量站空间分布,揭示滑坡灾害的有效降雨特征信息;其次,基于滑坡事件编录构建灾害发生时的逐时降雨强度−降雨历时(I-D)阈值模型,并采用分位数回归方法划分临界阈值曲线;最后,针对I-D阈值模型不足引入峰值雨量(M)改进提出I-D-M模型。以受试者工作特征曲线(receiver operating characteristic,简称ROC)和滑坡实例对比检验上述2种模型精度,据此确定最优阈值模型作为本地区降雨预警判据。结果表明,考虑峰值雨量(M)的I-D-M阈值模型相比于I-D模型具有更高的预警精度,滑坡发生概率黄色预警提高8%,橙色预警提高17%,红色预警提高16%,表明峰值雨量对滑坡的发生具有重要影响;基于分位数回归的I-D-M阈值模型可作为本地区滑坡灾害红、橙、黄三级降雨预警的判据。研究成果提出的三维表征降雨阈值模型对区域滑坡灾害降雨预警具有理论指导意义。

     

  • 图 1  研究区滑坡点分布及泰森多边形

    Figure 1.  Distribution of the recorded landslides and Voronoi diagram in the study area

    图 2  研究区(2010−2022年)月平均降雨量与滑坡灾害频次图

    Figure 2.  Monthly average rainfall and landslide frequency in the study area (2010−2022)

    图 3  2012年6月降雨事件划分示意图

    Figure 3.  Schematic diagram of rainfall event identification in June 2012

    图 4  研究区滑坡发生时峰值雨量分布图(2010-2022年66起滑坡,下同)

    Figure 4.  Distribution of the peak rainfall at the time of landslide occurrence in the study area

    图 5  研究区滑坡发生时峰值雨量与平均降雨强度

    Figure 5.  Peak rainfall and average rainfall intensity of the landslide in the study area

    图 6  研究区降雨强度−降雨历时(I-D)降雨阈值曲线

    Figure 6.  Curve of the I-D rainfall threshold in the study area

    图 7  I-D-M阈值模型概化图

    Figure 7.  Conceptual diagram of the I-D-M threshold model

    图 8  I-D-MI-D阈值ROC曲线

    AUC. 受试者工作特征曲线(ROC)下面积

    Figure 8.  ROC curves of the I-D-M and I-D threshold model

    图 9  I-D阈值模型验证

    Figure 9.  Verification of the I-D threshold model

    图 10  I-D-M阈值模型验证

    Figure 10.  Verification of the I-D-M threshold model

    表  1  不同预警等级降雨阈值方程

    Table  1.   Rainfall threshold equations for different warning levels

    等级划分 分位数回归方程
    黄色预警(滑坡发生概率25%) $ {52.76D}^{-0.604} $
    橙色预警(滑坡发生概率50%) $ {71.23D}^{-0.642} $
    红色预警(滑坡发生概率75%) $ {92.68D}^{-0.637} $
    注:D. 降雨历时,h;下同
    下载: 导出CSV
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  • 收稿日期:  2025-05-12
  • 录用日期:  2025-08-15
  • 修回日期:  2025-08-08
  • 网络出版日期:  2025-10-29

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