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以确定性系数法为基础的不同滑坡易发性评价模型对比分析

陈玉波, 徐世光, 陈梦瑞. 以确定性系数法为基础的不同滑坡易发性评价模型对比分析——以云南保山盆地为例[J]. 中国地质灾害与防治学报, 2025, 36(1): 119-130. doi: 10.16031/j.cnki.issn.1003-8035.202306021
引用本文: 陈玉波, 徐世光, 陈梦瑞. 以确定性系数法为基础的不同滑坡易发性评价模型对比分析——以云南保山盆地为例[J]. 中国地质灾害与防治学报, 2025, 36(1): 119-130. doi: 10.16031/j.cnki.issn.1003-8035.202306021
CHEN Yubo, XU Shiguang, CHEN Mengrui. Comparative analysis of landslide susceptibility evaluation models based on coefficient of determination method:A case study of Baoshan Basin, Yunnan Province[J]. The Chinese Journal of Geological Hazard and Control, 2025, 36(1): 119-130. doi: 10.16031/j.cnki.issn.1003-8035.202306021
Citation: CHEN Yubo, XU Shiguang, CHEN Mengrui. Comparative analysis of landslide susceptibility evaluation models based on coefficient of determination method:A case study of Baoshan Basin, Yunnan Province[J]. The Chinese Journal of Geological Hazard and Control, 2025, 36(1): 119-130. doi: 10.16031/j.cnki.issn.1003-8035.202306021

以确定性系数法为基础的不同滑坡易发性评价模型对比分析

详细信息
    作者简介: 陈玉波(1999—),男,贵州黔西南人,安全工程专业,硕士研究生,研究方向为地质灾害防治。E-mail: 860006049@qq.com
    通讯作者: 徐世光(1963—),男,云南昆明人,地质工程专业,博士,博士生导师,教授级高级工程师,研究方向为地质灾害防治、水文地质与工程地质等。E-mail:xushiguang828@sina.com
  • 中图分类号: P642.22

Comparative analysis of landslide susceptibility evaluation models based on coefficient of determination method:A case study of Baoshan Basin, Yunnan Province

More Information
  • 随着保山盆地城市化进程的不断推进,当地地质条件逐渐恶化,滑坡灾害频发,为了提供切合实际的防治建议,文章对研究区进行滑坡易发性评价。据区域地质背景、人类活动及灾害发育特征,选取海拔、坡度、坡向、归一化植被覆盖度、工程地质岩组、距道路距离、距断层距离、距水系距离、灾害点密度共9个评价因子。建立确定性系数法模型(CF)、确定性系数法与层次分析法耦合模型(CF-AHP)、确定性系数法与熵指数法耦合模型(CF-IOE)及确定性系数法与距离函数法-组合权重耦合模型(CF-AHP-IOE)。结果显示:CF、CF-AHP、CF-IOE、CF-AHP-IOE模型滑坡易性发分级的灾害密度及频率比值显著增加,均有效对研究区进行滑坡易发性评价;4种模型AUC值分别为0.890、0.911、0.921、0.916,耦合模型具有更高评价精度;其中CF-AHP-IOE模型在极高易发区频率比值与灾害数量占比90%以上,说明了主、客赋权更加合理。研究可为保山盆地城市化进程提供地质灾害防治建议。

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  • 图 1  研究区地理位置

    Figure 1. 

    图 2  研究区滑坡灾害分布

    Figure 2. 

    图 3  评价指标因子分级占比、灾害占比及频率比值趋势图

    Figure 3. 

    图 4  滑坡灾害评价指标因子

    Figure 4. 

    图 5  流域单元滑坡灾害图

    Figure 5. 

    图 6  滑坡易发性分区结果

    Figure 6. 

    图 7  ROC曲线

    Figure 7. 

    表 1  评价指标因子相关系数矩阵

    Table 1.  Matrix of correlation coefficients of evaluation indicator factors

    评价因子 海拔 坡度 坡向 NDVI 工程地质岩组 道路 断层 水系 灾害点密度
    海拔 1 0.471 −0.017 0.412 0.272 0.325 −0.100 −0.162 −0.132
    坡度 1 −0.001 0.402 0.269 0.070 −0.188 −0.382 0.008
    坡向 1 −0.088 0.127 −0.025 −0.042 0.062 0.020
    NDVI 1 0.203 0.159 −0.150 −0.264 −0.018
    工程地质岩组 1 −0.061 −0.259 −0.252 0.176
    道路 1 0.030 0.162 −0.146
    断层 1 0.227 −0.156
    水系 1 −0.126
    灾害点密度 1
    下载: 导出CSV

    表 2  评价因子判断矩阵及权重值

    Table 2.  Judgment matrix and weight values of evaluation factors

    评价因子 海拔 坡度 坡向 归一化植被覆盖度 工程地质岩组 道路 断层 水系 灾害点密度 Wi
    海拔 1 1/7 1/2 1/3 1/6 1/4 1/5 1/2 1/8 0.024
    坡度 1 5 3 1/3 1 1 2 1/4 0.115
    坡向 1 1 1/6 1/2 1/3 1/2 1/8 0.036
    归一化植被覆盖度 1 1/5 1 1/2 1 1/6 0.052
    工程地质岩组 1 4 2 3 1/3 0.202
    道路 1 1/2 1 1/5 0.068
    断层 1 2 1/4 0.106
    水系 1 1/5 0.058
    灾害点密度 1 0.339
    下载: 导出CSV

    表 3  不同模型AUC

    Table 3.  AUC values of different models

    剔除因子 未剔除 海拔 海拔、NDVI 海拔、NDVI、水系
    AUC 0.890 0.875 0.871 0.871
    下载: 导出CSV

    表 4  评价因子确定性系数值及权重值

    Table 4.  Coefficient of determination values and weight values for evaluation factors

    评价因子 状态分级 $ CF $ $ {W}_{i-{\mathrm{AHP}}} $ $ {W}_{i-{\mathrm{IOE}}} $ $ {W}_{i-{\mathrm{AHP -IOE}}} $ 评价因子 状态分级 $ CF $ $ {W}_{i-{\mathrm{AHP}}} $ $ {W}_{i-{\mathrm{IOE}}} $ $ {W}_{i-{\mathrm{AHP -IOE}}} $
    海拔/m 15821724 −0.357 0.024 0.116 0.067 0.8~1 −0.827
    17241960 0.658 工程地质岩组 松散土体 −0.282 0.202 0.042 0.126
    1 960~2167 0.280 碎屑岩岩组 −0.260
    21672394 −0.463 碳酸盐岩岩组 0.122
    23942644 −1.000 碳酸盐岩夹碎屑岩组 0.605
    26443098 −1.000 变质岩岩组 −0.127
    坡度/(°) 0~8 −0.765 0.115 0.026 0.073 岩浆岩岩组 0.687
    8~16 0.374 距道路距离/m 0~300 0.601 0.068 0.035 0.052
    16~24 0.336 300~600 0.453
    24~32 0.273 600~900 −0.215
    32~40 0.007 900~1200 0.115
    >40 0.332 >1200 −0.443
    坡向 平面 −1.000 0.036 0.031 0.034 距断层距离/m 0~300 0.437 0.106 0.021 0.066
    −0.420 300~600 0.471
    东北 −0.228 600~900 0.451
    0.149 900~1200 0.299
    东南 −0.448 >1200 −0.439
    0.152 距水系距离/m 0~200 0.651 0.058 0.066 0.062
    西南 0.350 200~400 0.144
    西 0.337 400~600 −0.179
    西北 −0.096 600~800 −0.678
    归一化植被
    覆盖度
    0~0.2 −1.000 0.052 0.092 0.071 >800 −0.634
    0.2~0.4 −0.312 灾害点密度/km2 0 −1.000 0.339 0.572 0.449
    0.4~0.6 0.394 0~1 0.808
    0.6~0.8 0.386 1~2.11 0.958
    下载: 导出CSV

    表 5  CF、CF-AHP、CF-IOE、CF-AHP-IOE模型分级结果

    Table 5.  Grading results of CF, CF-AHP 、CF-IOE、CF-AHP-IOE models

    评价模型 易发分区 分级面积/km2 面积占比/% 灾害频数 灾害占比/% 灾害密度/km2 频率比值 频率比值占比/%
    CF 241.328 31.6 1 1.0 0.004 0.032 0.53
    208.166 27.2 5 5.1 0.024 0.186 3.10
    198.697 26.0 14 14.1 0.070 0.544 9.07
    极高 116.628 15.2 79 79.8 0.677 5.233 87.29
    CF-AHP 365.938 47.8 0 0 0 0 0
    197.212 25.8 1 1.0 0.005 0.039 0.50
    107.775 14.1 22 22.2 0.204 1.577 20.04
    极高 93.894 12.3 76 76.8 0.809 6.253 79.46
    CF-IOE 371.350 48.6 0 0 0 0 0
    201.359 26.3 1 1.0 0.005 0.038 0.51
    86.153 11.3 15 15.2 0.174 1.345 18.09
    极高 105.957 13.9 83 83.8 0.783 6.052 81.40
    CF-AHP-IOE 300.304 39.3 0 0 0 0 0
    202.226 26.4 0 0 0 0 0
    130.706 17.1 9 9.1 0.069 0.532 9.15
    极高 131.584 17.2 90 90.9 0.684 5.284 90.85
    下载: 导出CSV
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出版历程
收稿日期:  2023-06-16
修回日期:  2023-10-12
录用日期:  2023-10-17
刊出日期:  2025-02-25

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