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四川木里县项脚沟“7•5”特大型泥石流特征及发展趋势分析

杨华铨, 柳金峰, 孙昊, 赵万玉, 张文涛. 四川木里县项脚沟“7•5”特大型泥石流特征及发展趋势分析[J]. 中国地质灾害与防治学报, 2024, 35(1): 100-107. doi: 10.16031/j.cnki.issn.1003-8035.202208011
引用本文: 杨华铨, 柳金峰, 孙昊, 赵万玉, 张文涛. 四川木里县项脚沟“7•5”特大型泥石流特征及发展趋势分析[J]. 中国地质灾害与防治学报, 2024, 35(1): 100-107. doi: 10.16031/j.cnki.issn.1003-8035.202208011
YANG Huaquan, LIU Jinfeng, SUN Hao, ZHAO Wanyu, ZHANG Wentao. Analysis of the characteristics and development trends of the “7•5” catastrophic debris flow in Xiangjiao gully, Muli County, Sichuan[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(1): 100-107. doi: 10.16031/j.cnki.issn.1003-8035.202208011
Citation: YANG Huaquan, LIU Jinfeng, SUN Hao, ZHAO Wanyu, ZHANG Wentao. Analysis of the characteristics and development trends of the “7•5” catastrophic debris flow in Xiangjiao gully, Muli County, Sichuan[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(1): 100-107. doi: 10.16031/j.cnki.issn.1003-8035.202208011

四川木里县项脚沟“7•5”特大型泥石流特征及发展趋势分析

  • 基金项目: 中国科学院 A 类战略性先导科技专项(XDA23090403);第二次青藏高原综合科学考察项目“重大泥石流灾害及风险”(2019QZKK0902)
详细信息
    作者简介: 杨华铨(1997—),男,广东湛江人,岩土工程专业,博士研究生,主要从事山地灾害实验与防治工程研究。E-mail:yanghq2019@qq.com
    通讯作者: 柳金峰(1979—),男,安徽泾县人,自然地理学专业,博士,研究员,博导,主要从事山地灾害实验与防治工程研究。E-mail:liujf@imde.ac.cn
  • 中图分类号: P642.23;X43

Analysis of the characteristics and development trends of the “7•5” catastrophic debris flow in Xiangjiao gully, Muli County, Sichuan

More Information
  • 2021年7月5日,凉山州木里县项脚沟暴发特大型泥石流灾害。文章通过野外调查和特征参数计算,研究了本次泥石流的形成条件、暴发过程和暴发特征。根据实地考察判断,泥石流主要在森林火灾、短时强降雨和沟道地形条件等因素共同作用下暴发,为暴雨径流冲刷引发的火后泥石流。暴雨形成的洪水冲刷坡面、侵蚀沟道,导致沟道两岸坍塌滑坡,堵溃效应明显,泥石流规模扩大。项脚沟过火面积达74.61%,高烈度火烧区面积达57.98%,泥石流临界降雨强度为77.84 mm/h,累计降雨达141.60 mm。根据泥石流特征参数计算结果,此次泥石流密度范围为1.83~1.93 g/cm3,属黏性泥石流,主沟下游出口流速为7.22 m/s,峰值流量759.08 m3/s。结合雨洪法和形态调查法结果分析,此次泥石流重现周期为百年一遇。结合泥石流发育趋势,文章认为流域仍有可能暴发大型泥石流,提出了上游固坡、中游调控、下游排导的防治建议。

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  • 图 1  研究区域示意图

    Figure 1. 

    图 2  项脚沟下游区域示意图

    Figure 2. 

    图 3  项脚沟泥石流累计降雨数据

    Figure 3. 

    图 4  项脚沟流域火烧烈度分布情况

    Figure 4. 

    表 1  项脚沟泥石流物源统计

    Table 1.  Statistical table of physical sources of debris flow in Xiangjiao gully

    物源类型总量/(104 m3动储量/(104 m3
    坡面侵蚀型物源520.92146.68
    崩滑型物源440.22113.88
    沟道堆积型物源390.2489.02
    合计1351.39349.58
    下载: 导出CSV

    表 2  泥石流颗粒分布及容重计算表

    Table 2.  Summary of particle distribution and bulk density of debris flow at Xiangjiao gully

    编号P2/%P0.05/%γd/(g·cm−3
    S175.31.31.831
    S268.42.31.864
    S370.51.81.848
    S475.02.01.880
    S565.34.21.930
    S673.82.61.913
    下载: 导出CSV

    表 3  泥石流运动特征参数

    Table 3.  Summary of the movement characteristics parameters of debris flow

    名称Vc/(m·s−11/nRc/mIcSc/m2Qc/(m3·s−1
    D17.22132.100.115105.10759.08
    D28.17131.510.22913.50110.28
    D38.44131.530.23913.93117.64
    D47.34131.720.15522.02161.64
    D57.32131.700.15628.16206.09
    下载: 导出CSV

    表 4  不同重现周期下断面1流量

    Table 4.  Flow rate at cross-section #1 under different recurrence frequencies

    参数频率/%
    0.5125
    t/h4.214.334.484.72
    n0.790.790.790.78
    s/(mm·h−152.3648.1843.7837.62
    ψ0.900.890.870.85
    Dw2.502.302.202.10
    /(t·m−31.951.861.781.67
    φ1.351.100.900.68
    Qw/(m3·s−1176.49157.42137.72112.06
    Qc/(m3·s−11037.90760.07574.25395.28
    下载: 导出CSV
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出版历程
收稿日期:  2022-08-05
修回日期:  2023-04-17
录用日期:  2023-04-17
刊出日期:  2024-02-25

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