秦明月, 郭剑, 邹强. 2023. 植被覆被条件下不稳定斜坡分布规律探究——以大渡河流域为例[J]. 工程地质学报, 31(2): 628-637. doi: 10.13544/j.cnki.jeg.2020-667.
    引用本文: 秦明月, 郭剑, 邹强. 2023. 植被覆被条件下不稳定斜坡分布规律探究——以大渡河流域为例[J]. 工程地质学报, 31(2): 628-637. doi: 10.13544/j.cnki.jeg.2020-667.
    Qin Mingyue, Guo Jian, Zou Qiang. 2023. Preliminary study on distribution characteristics of potentially unstable vegetated-slopes: A case study of Dadu River basin[J]. Journal of Engineering Geology, 31(2): 628-637. doi: 10.13544/j.cnki.jeg.2020-667.
    Citation: Qin Mingyue, Guo Jian, Zou Qiang. 2023. Preliminary study on distribution characteristics of potentially unstable vegetated-slopes: A case study of Dadu River basin[J]. Journal of Engineering Geology, 31(2): 628-637. doi: 10.13544/j.cnki.jeg.2020-667.

    植被覆被条件下不稳定斜坡分布规律探究——以大渡河流域为例

    PRELIMINARY STUDY ON DISTRIBUTION CHARACTERISTICS OF POTENTIALLY UNSTABLE VEGETATED-SLOPES: A CASE STUDY OF DADU RIVER BASIN

    • 摘要: 近年,浅层滑坡、泥石流灾害发生在植被良好区的频率较大。一方面,植被对灾害的抑制或促进作用还有待进一步深入认知;另一方面,目前灾害风险源评估方法中较少考虑植被对斜坡稳定性的影响。为探究不同植被类型对浅层斜坡的稳定性影响,本文以大渡河流域作为研究区,通过对区域坡度、坡向及植被等数据提取和坡面划分,采用有限差分数值计算方法,对区域内划分的40 000余个斜坡进行了稳定性计算,获取了该区域不同植被覆被条件下浅层斜坡的稳定性系数,探究在不同植被覆被条件下浅层不稳定斜坡的分布规律。结果表明随着坡度增加不同植被类型稳定斜坡数下降程度不一,总体上乔木林覆被斜坡稳定性较差,灌丛次之,草甸较好。进一步对区域内潜在浅层不稳定斜坡的植被类型和坡度进行统计分析,发现不同植被类型覆被条件下不稳定斜坡的坡度分布具有正态分布特征,基于建立的3种不同植被类型不稳定斜坡发育概率与坡度间的函数关系,确定出不同植被类型不稳定斜坡发育概率最高的坡度区间:乔木林为26.0°~37.0°,灌丛为28.0°~39.0°,草甸为31.0°~39.0°。本研究可以为流域尺度滑坡、泥石流等地质灾害的防治与规划提供依据,为良好植被区灾害风险评估中指标量化和权重确定提供数据支撑和思路参考。

       

      Abstract: Vegetation can effectively suppress shallow landslides. But landslide,debris flow and other disasters also occur in areas with good vegetation under special circumstances such as rainstorm. Due to the numerous factors affecting slope stability by different vegetations,it is difficult to assess slope stability and disaster risk. So there is no preferable evaluation or assessment method. In view of this situation,the Dadu River Basin is chosen as the research area. Through the regional terrain,slope,vegetation data extraction and slope division,the numerical calculation method of finite difference is adopted to calculate the stability of more than 40,000 slopes divided in the region. Then the factors of safety of slopes under different vegetation covers are obtained. Based on vegetation type,slope,it is found that different types of vegetation cover conditions of unstable slope gradient distribution have a normal slope stability of law. Based on the results of all potential unstable slope's vegetation type and grade of statistical analysis and distribution characteristic,we set up three different vegetation types of unstable slope development function relation between probability and slope. The calculation results show that as the slope increases,the number of stable slopes for different vegetation types decreases to different degrees. In general,arbor forests cover slopes have poor stability,followed by shrubs,and the meadows were better. In addition,the slope range with the highest probability of unstable slope development is different: 26.0°~37.0°for arbor forest,28.0~39.0°for shrub,and 31.0~39.0°for meadow. This study can provide a basis for the prevention and planning of landslide,debris flow and other geological disasters in the basin,and also provide more reliable data and ideas for the quantification of indexes and determination of weights in disaster risk assessment of good vegetation areas.

       

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