诱发台风暴雨型滑坡的降雨阈值研究

孙强, 刘明军, 张泰丽, 伍剑波, 朱延辉, 史洪峰, 常晓军. 诱发台风暴雨型滑坡的降雨阈值研究——以泰顺县为例[J]. 水文地质工程地质, 2024, 51(4): 197-205. doi: 10.16030/j.cnki.issn.1000-3665.202212041
引用本文: 孙强, 刘明军, 张泰丽, 伍剑波, 朱延辉, 史洪峰, 常晓军. 诱发台风暴雨型滑坡的降雨阈值研究——以泰顺县为例[J]. 水文地质工程地质, 2024, 51(4): 197-205. doi: 10.16030/j.cnki.issn.1000-3665.202212041
SUN Qiang, LIU Mingjun, ZHANG Taili, WU Jianbo, ZHU Yanhui, SHI Hongfeng, CHANG Xiaojun. Rainfall thresholds of typhoon rainstorm induce landslides: A case study over Taishun County[J]. Hydrogeology & Engineering Geology, 2024, 51(4): 197-205. doi: 10.16030/j.cnki.issn.1000-3665.202212041
Citation: SUN Qiang, LIU Mingjun, ZHANG Taili, WU Jianbo, ZHU Yanhui, SHI Hongfeng, CHANG Xiaojun. Rainfall thresholds of typhoon rainstorm induce landslides: A case study over Taishun County[J]. Hydrogeology & Engineering Geology, 2024, 51(4): 197-205. doi: 10.16030/j.cnki.issn.1000-3665.202212041

诱发台风暴雨型滑坡的降雨阈值研究

  • 基金项目: 国家自然科学基金面上项目(42277126);中国地质调查局地质调查项目(DD20221742)
详细信息
    作者简介: 孙强(1983—),男,硕士,正高级工程师,主要从事地质工程及地质灾害研究工作。E-mail:huiqiangsun@foxmail.com
    通讯作者: 史洪峰(1986—),男,硕士,高级工程师,主要从事地质灾害研究工作。E-mail:shihongfeng_cgs@163.com
  • 中图分类号: P642.2

Rainfall thresholds of typhoon rainstorm induce landslides: A case study over Taishun County

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  • 在我国东南沿海地区,台风暴雨诱发了大量山体滑坡。建立诱发台风暴雨型滑坡的降雨阈值模型,可为该地区的滑坡预警提供参考依据。基于浙江省泰顺县2007—2022年以来发生的滑坡信息和日降雨量数据,进行了诱发滑坡的台风暴雨事件编目,初步揭示了台风暴雨型滑坡的发育规律和触发降雨特征,通过降雨强度(I)、降雨历时(D)的幂律关系构建了滑坡临界降雨阈值模型,并开展了不同台风降雨雨型的阈值模型对比。结果表明:台风暴雨型滑坡大量发生在与台风登陆方向接近的迎风坡,坡表植被多为乔木和竹林;诱发滑坡的台风降雨一般持续2~3 d,且降雨过程集中,降雨雨型以单峰型为主,总降雨量一般在200 mm以上;台风暴雨诱发滑坡的降雨阈值显著高于一般性的降雨,这种差异与台风降雨模式及大尺度气候环境有关;雨型也会显著影响降雨阈值,随着降雨峰值的后移,阈值逐渐降低,表明台风暴雨型滑坡对长时间降雨后出现的强降雨事件更加敏感。通过降雨阈值模型对9次台风降雨事件是否诱发滑坡进行了预测,预测结果与实际情况比较吻合,证明该模型及研究思路对台汛期东南沿海的滑坡监测预警有较强的参考价值。

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  • 图 1  泰顺县地形地貌

    Figure 1. 

    图 2  泰顺县台风暴雨型滑坡与其他滑坡

    Figure 2. 

    图 3  泰顺县小流域划分与雨量站点分布

    Figure 3. 

    图 4  天开尖山脉两侧降雨量差异

    Figure 4. 

    图 5  台风降雨事件的历时和降雨量频数

    Figure 5. 

    图 6  台风暴雨型滑坡滑向与台风登陆方向

    Figure 6. 

    图 7  “苏迪罗”台风降雨量及诱发滑坡数量

    Figure 7. 

    图 8  台风暴雨型滑坡I-D阈值曲线

    Figure 8. 

    图 9  拟合阈值曲线的置信区间与预测区间

    Figure 9. 

    图 10  经典雨型模式示意图

    Figure 10. 

    图 11  台风降雨过程曲线

    Figure 11. 

    图 12  不同雨型诱发的滑坡数量

    Figure 12. 

    图 13  不同雨型的I-D阈值曲线

    Figure 13. 

    图 14  不同雨型拟合阈值曲线的置信区间和预测区间

    Figure 14. 

    表 1  泰顺县2007—2020年台风暴雨诱发滑坡数量

    Table 1.  Typhoon rainstorm-induced landslides in Taishun from 2007 to 2020

    年份台风诱发滑坡/处累计降雨量/mm
    2007罗莎2348.0
    圣帕13511.8
    蝴蝶198.7
    2009莫拉克61240.7
    2010南川188.6
    2011南玛都1575.7
    2012苏拉2154.5
    2013菲特7372.9
    2015苏迪罗90780.3
    2016莫兰蒂82390.1
    鲇鱼54575.3
    2017纳沙3202.1
    海棠2232.1
    2018玛莉亚2236.4
    2020黑格比3132.1
    下载: 导出CSV

    表 2  不同地区诱发滑坡降雨阈值

    Table 2.  Rainfall I-D thresholds for landslides in different areas

    地区阈值方程适用范围
    福建南平 [19]$ I=120.91\times {D}^{-0.65} $1<D<15
    东南沿海[15]$ I=105.24\times {D}^{-0.908} $1<D<5
    湖南桑植 [4]最大截距、斜率:
    $ I=95.855\times {D}^{-0.985} $
    $ I=90.678\times {D}^{-1.616} $
    1<D<4
    浙江泰顺$ I=178.19\times {D}^{-0.63} $1<D<11
    下载: 导出CSV

    表 3  不同雨型降雨阈值的拟合曲线方程

    Table 3.  Rainfall I-D thresholds of different rain patterns

    雨型 滑坡数量 I/(mm·d−1 D/d
    最小值 均值 最大值 最小值 均值 最大值
    前单峰7476.5109.7154.424.26
    中单峰5548.593.9142.924.811
    后单峰12438.368.0117.126.111
    拟合曲线方程
    前单峰$ I=(203.89\pm 13.58)\times {D}^{(-0.52\pm 0.05)} $
    中单峰$ I=(189.24\pm 9.50)\times {D}^{(-0.55\pm 0.04)} $
    后单峰$ I=(165.53\pm 9.08)\times {D}^{(-0.59\pm 0.04)} $
    下载: 导出CSV

    表 4  阈值模型预测情况

    Table 4.  Rainfall I-D thresholds prediction

    年份台风诱发滑坡D/dI/(mm·d−1雨型模型阈值/(mm·d−1预测滑坡
    2017纳沙563.82中单峰69.54
    2017海棠3112.70中单峰94.00
    2018玛莉亚687.10后单峰50.53
    2018山竹260.70中单峰100.97
    2019利奇马198.77中单峰179.74
    2020黑格比385.87后单峰78.20
    2021烟花536.22中单峰69.54
    2022轩岚诺562.90中单峰69.54
    2022梅花375.22后单峰94.00
    下载: 导出CSV
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收稿日期:  2022-12-29
修回日期:  2023-05-16
录用日期:  2023-05-29
刊出日期:  2024-07-15

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