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基于不同统计模型的肯尼亚滑坡危险性评价

周苏华, 付宇航, 邢静康, 彭爱泉, 蒋明奕. 基于不同统计模型的肯尼亚滑坡危险性评价[J]. 中国地质灾害与防治学报, 2023, 34(4): 114-124. doi: 10.16031/j.cnki.issn.1003-8035.202206006
引用本文: 周苏华, 付宇航, 邢静康, 彭爱泉, 蒋明奕. 基于不同统计模型的肯尼亚滑坡危险性评价[J]. 中国地质灾害与防治学报, 2023, 34(4): 114-124. doi: 10.16031/j.cnki.issn.1003-8035.202206006
ZHOU Suhua, FU Yuhang, XING Jingkang, PENG Aiquan, JIANG Mingyi. Assessment of landslide hazard risk in Kenya based on different statistical models[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(4): 114-124. doi: 10.16031/j.cnki.issn.1003-8035.202206006
Citation: ZHOU Suhua, FU Yuhang, XING Jingkang, PENG Aiquan, JIANG Mingyi. Assessment of landslide hazard risk in Kenya based on different statistical models[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(4): 114-124. doi: 10.16031/j.cnki.issn.1003-8035.202206006

基于不同统计模型的肯尼亚滑坡危险性评价

  • 基金项目: 国家自然科学基金青年基金项目(51708199) ;贵州省科技支撑计划项目(2020-4Y047) ;贵州省交通运输厅科技项目(2017-143-054);福建省地质灾害重点实验室自主课题(KLGHZ202104);创新平台与人才计划-湖湘高层次人才聚集工程-创新团队(2019RS1030);长沙市自然科学基金项目(kq2208031);湖南省自然科学基金(2023JJ30135)
详细信息
    作者简介: 周苏华(1987-),男,江苏盐城人,副教授,博士,从事岩土工程风险评价研究。E-mail:zhousuhua@hnu.edu.cn
  • 中图分类号: P642.22;

Assessment of landslide hazard risk in Kenya based on different statistical models

  • 肯尼亚是我国“一带一路”倡议在东非重要支点。受高原裂谷地形和显著的雨旱季节影响,肯尼亚地质灾害频发。本文以肯尼亚的历史滑坡数据为样本,选取高度、坡度、坡向、地貌、平面曲率、土壤类型、年平均降雨量、水流强度指数、地形湿度指数及土地利用类型作为评价指标,分别基于信息量模型(IV)、逻辑回归模型(LR)和极限学习机模型(ELM)对肯尼亚滑坡灾害进行危险性区划,其中ELM分别考虑了sigmoid 函数、正弦函数和对称阈值型传输函数作为激活函数进行讨论。主要结论如下:(1)肯尼亚滑坡灾害高危险性及以上等级区域集中分布在西南部的高原和高原—裂谷过渡地带;(2)采用ROC曲线对模型精度进行评价,各模型的AUC值分别为0.977(IV)、0.965(LR)、0.859(ELM-SIG)、0.900(ELM-SIN)、0.941(ELM-HARDLIM),评价结果有效;(3)综合PR曲线结果判定,LR模型的召回率和精确率都处于较高的水平,优于其他模型;(4)肯尼亚内罗毕省(Nairobi)、中部省(Central)、尼扬扎省(Nyanza)和西部省(Western)四个省份高危险性区域占比较大。

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  • 图 1  肯尼亚概况

    Figure 1. 

    图 2  评价因素

    Figure 2. 

    图 3  神经网络结构示意图

    Figure 3. 

    图 4  评价流程

    Figure 4. 

    图 5  极限学习机模型评价结果

    Figure 5. 

    图 6  不同模型ROC曲线和PR曲线

    Figure 6. 

    图 7  肯尼亚省份危险性区划分布

    Figure 7. 

    表 1  信息量模型系数

    Table 1.  Summary table for coefficients of the IV model

    因素因子分级信息量因素因子分级信息量
    高程
    /m
    0~50−1.341坡度/(°)0~5−2.212
    50~2000.0005~150.315
    200~500−1.94115~251.552
    500~1000−2.81325~353.671
    1000~20000.45235~454.889
    >20002.316>455.356
    坡向0.000地貌洼地1.547
    0.282山麓0.340
    东北0.322高原1.389
    东北0.183平原−2.277
    东南−0.032谷底0.000
    −0.215悬崖1.062
    西南−0.707丘陵0.913
    西−0.089山谷2.353
    西北0.052山脊1.476
    土壤
    类型
    黏土−0.124水体0.000
    壤土0.115年平均
    降雨量
    /mm
    <400−1.762
    砂土−1.948400~800−0.729
    高含量黏土0.450800~12000.850
    地形
    湿度
    指数
    7~121.6661200~16002.240
    12~14−1.4231600~20000.503
    14−16−2.0412000~24000.607
    16~20−1.785>24000.000
    20~32−2.319水流
    能力
    指数
    2~5−2.889
    土地
    利用
    类型
    农业用地0.8005~7−1.562
    荒地−1.3657~90.972
    灌木丛−1.5709~121.107
    林地2.04312~230.250
    草地0.000平面
    曲率
    −0.089
    沼泽0.000−1.026
    城镇2.1480.187
    下载: 导出CSV

    表 2  逻辑回归模型系数

    Table 2.  Summary table for coefficients of the LR model

    因素系数因素系数
    高程1.683土壤类型−0.048
    坡度0.754地形湿度指数−1.125
    坡向−0.097水流能力指数1.481
    地貌0.229年平均降雨量1.466
    平面曲率0.047土地利用类型0.026
    下载: 导出CSV

    表 3  不同模型灾害分布统计结果

    Table 3.  Statistical results of disasters distribution for different models

    危险性分区评估模型极低危险性低危险性中危险性高危险性极高危险性
    LR模型面积占比/%72.70011.9005.5004.4005.400
    数量占比/%2.5700.9301.17010.51084.810
    灾害比重0.0350.0780.2132.38915.705
    IV模型面积占比/%35.30029.80016.900011.0006.900
    数量占比/%0.9300.9302.800017.52077.800
    灾害比重0.0260.0310.16571.59311.275
    ELM-SIG面积占比/%1.30076.30019.4001.1001.900
    数量占比/%1.8708.41088.0801.1700.470
    灾害比重1.4380.1104.5401.0640.247
    ELM-SIN面积占比/%1.10038.30043.60012.8004.200
    数量占比/%0.7002.8009.11033.88053.500
    灾害比重0.6360.0730.2082.64712.738
    ELM-HARDLIM面积占比/%5.20034.30034.50018.0008.000
    数量占比/%0.9300.9302.80017.52077.800
    灾害比重0.1780.0270.0810.9739.725
    下载: 导出CSV
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出版历程
收稿日期:  2022-06-07
修回日期:  2022-10-10
刊出日期:  2023-08-25

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