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基于I-CF模型的四川德格县滑坡危险性评价与区划

赵伯驹, 李宁, 幸夫诚, 向晗. 基于I-CF模型的四川德格县滑坡危险性评价与区划[J]. 中国地质灾害与防治学报, 2023, 34(5): 32-42. doi: 10.16031/j.cnki.issn.1003-8035.202302030
引用本文: 赵伯驹, 李宁, 幸夫诚, 向晗. 基于I-CF模型的四川德格县滑坡危险性评价与区划[J]. 中国地质灾害与防治学报, 2023, 34(5): 32-42. doi: 10.16031/j.cnki.issn.1003-8035.202302030
ZHAO Boju, LI Ning, XING Fucheng, XIANG Han. Landslide geological hazard assessment based on the I-CF model of Dege County in Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(5): 32-42. doi: 10.16031/j.cnki.issn.1003-8035.202302030
Citation: ZHAO Boju, LI Ning, XING Fucheng, XIANG Han. Landslide geological hazard assessment based on the I-CF model of Dege County in Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(5): 32-42. doi: 10.16031/j.cnki.issn.1003-8035.202302030

基于I-CF模型的四川德格县滑坡危险性评价与区划

  • 基金项目: 地质灾害防治与地质环境保护国家重点实验室开放基金资助项目(SKLGP2023K010);四川省自然科学基金项目(2023NSFSC0809)
详细信息
    作者简介: 赵伯驹(1998-),男,四川成都人,硕士研究生,主要从事地质灾害评价等方面的研究。E-mail:2751820864@qq.com
    通讯作者: 李 宁(1990-),男,河南商丘人,工学博士,硕士生导师,主要从事地震地质灾害调查与评价、地质灾害致灾机制与长期演化效应、地质灾害风险评价与管控等方面的研究工作。E-mail:790626903@qq.com
  • 中图分类号: P642.24

Landslide geological hazard assessment based on the I-CF model of Dege County in Sichuan Province

More Information
  • 文章以德格县为研究区,以7 m DEM进行地形分析处理,并结合相关调查数据建立了德格县滑坡灾害数据库,通过选取的地震峰值加速度、断裂带、水系、坡度、坡向、高程、岩性等7个指标,在GIS技术支持下,利用信息量模型(I)、层次分析法模型(AHP)、确定性系数模型(CF)相互耦合对研究区灾害敏感性评价,再分析得到活动频率因素对研究区全县域进行危险性评价,将得到的结果分成4个区域,分别为高危险区、较高危险区、中危险区、低危险区,其中高、较高危险区占总面积2.23%。其中,滑坡灾害占总灾害的42%。评价结果与实际调查结果符合程度较高,能够为该地域未进行实地调查的地方进行相关滑坡灾害的预测预报,并对安全防治提供技术支持,亦可以为其他地区滑坡灾害危险性评价提供理论指导和技术参考。

  • 加载中
  • 图 1  研究区典型灾害点照片

    Figure 1. 

    图 2  研究区地理概况图

    Figure 2. 

    图 3  研究区灾害分布图

    Figure 3. 

    图 4  敏感性指标分级图

    Figure 4. 

    图 5  研究区滑坡敏感性区划图

    Figure 5. 

    图 6  ROC曲线图

    Figure 6. 

    图 7  研究区滑坡活动频率图

    Figure 7. 

    图 8  研究区滑坡危险性区划图

    Figure 8. 

    表 1  地质灾害隐患点分布表

    Table 1.  Distribution table of geological hazards hidden danger points

    序号 乡镇 滑坡/处 崩塌/处 泥石流/处 合计 面积/
    km2
    每百平方公里
    灾害数/处
    1 阿须镇 5 1 6 12 365.19 3.29
    2 八帮乡 8 1 4 13 562.71 2.31
    3 白垭乡 8 6 4 18 200.69 8.97
    4 错阿镇 0 0 2 2 498.33 0.40
    5 打滚镇 3 3 4 10 461.77 2.17
    6 俄南乡 3 0 6 9 299.07 3.01
    7 俄支乡 8 0 16 24 439.17 5.46
    8 更庆镇 58 13 14 85 427.51 19.88
    9 龚垭乡 10 9 2 21 267.66 7.85
    10 卡松渡乡 4 1 7 12 299.67 4.00
    11 柯洛洞乡 8 2 5 15 963.76 1.56
    12 浪多乡 3 0 4 7 619.74 1.13
    13 马尼干戈镇 3 0 2 5 1075.43 0.46
    14 麦宿镇 11 1 16 28 584.16 4.79
    15 年古乡 10 0 3 13 397.21 3.27
    16 然姑乡 3 0 1 4 481.87 0.83
    17 汪布顶乡 25 21 4 50 226.63 22.06
    18 温拖乡 7 0 12 19 274.14 6.93
    19 亚丁乡 0 1 6 7 607.54 1.15
    20 玉隆乡 2 0 3 5 202.83 2.47
    21 岳巴乡 11 1 1 13 605.36 2.15
    22 中扎科乡 4 0 11 15 447.74 3.35
    23 竹庆镇 1 0 0 1 1131.09 0.09
    下载: 导出CSV

    表 2  使用数据详情表

    Table 2.  Data utilization details table

    数据名称 数据精度(比例尺)
    高分一号(GF1)高精度遥感影像 0.5 m
    德格县DEM 7 m
    德格县地形数据图 1∶50000
    德格县地质数据图 1∶10 000
    甘孜州年均降雨量数据
    地震峰值加速度分布图
    下载: 导出CSV

    表 3  指标分级敏感性量化值

    Table 3.  Quantitative sensitivity values for indicator classification

    指标 指标分级 灾害点个数 分区面积/km2 信息量 信息量归一化
    地震峰值加速度/g 0.10 6 1131.6443 −1.317042484 0
    0.15 30 1004.5774 −0.395084795 0.592148498
    0.20 207 1997.8012 0.239927923 1
    0.30 12 7304.9769 −0.743000070 0.368691923
    地震断裂带缓冲区/m [0,5000) 52 3625.0082 −0.440847835 0
    [5000,10000) 64 2940.5943 −0.023963605 0.34370709
    [10000,15000) 87 1803.2948 0.772057694 1
    [15000,56037) 52 3070.1025 −0.274702222 0.136981495
    水系缓冲区/m [0,300) 170 1299.6380 1.76947768 1
    [300,600) 27 1285.4982 −0.059544488 0.41368016
    [600,900) 14 1239.9860 −0.680277809 0.214695004
    [900,6924) 44 7613.8776 −1.35001793 0
    坡度/(°) [0,14) 69 5075.3157 −0.494517212 0
    [14,25) 92 3495.4392 0.166094562 0.551272903
    [25,35) 56 2024.9770 0.215558335 0.592549851
    [35,90) 38 843.2679 0.703821706 1
    坡向 阴坡 67 2730.6483 0.095918567 0.892332366
    半阴坡 50 2961.6391 −0.277954847 0
    阳坡 63 2824.8389 0.000448382 0.664471457
    半阳坡 75 2921.8690 0.141029635 1
    高程/m [2980,3800) 59 1304.6405 0.707374888 1
    [3800,4200) 67 3609.7618 −0.183184166 0.245339931
    [4200,4600) 94 4005.7085 0.051339327 0.444075225
    [4600,6 168) 35 2518.8890 −0.472704846 0
    岩性 坚硬岩 31 2728.6819 −0.674066445 0.150627096
    较硬岩 24 2558.4692 −0.865590279 0
    较软岩 190 5679.5360 0.405919554 1
    松散岩 10 472.3128 −0.051536121 0.640226396
    下载: 导出CSV

    表 4  判断矩阵及权重

    Table 4.  Decision matrix and weight

    断层 水系 高程 坡度 坡向 岩性 峰值加速度 权重
    峰值加速度 1 1/2 1/3 1/2 1 1/2 1/2 0.0734
    距断层距离 1 1 1 2 2 1 0.1705
    距水系距离 1 1 2 2 1/2 0.1681
    坡度 1 4 3 2 0.2214
    坡向 1 1/3 1 0.0655
    高程 1 1/2 0.1190
    岩性 1 0.1821
    下载: 导出CSV

    表 5  CF值及权重

    Table 5.  CF values and weights

    指标 CFmax CFmin 权重
    峰值加速度 0.8027 −0.9278 1.7305
    距断层距离 0.5502 −0.3616 0.9119
    距水系距离 0.8484 −0.745 1.5935
    坡度 0.5168 −0.3955 0.9123
    坡向 0.1345 −0.2468 0.3813
    高程 1.0773 −0.3819 1.4593
    岩性 0.3412 −0.5846 0.9259
    下载: 导出CSV

    表 6  各危险区栅格统计表

    Table 6.  Grid statistics for various hazardous zones

    危险性
    等级
    面积/km2 面积
    比例/%
    灾害
    数量/个
    灾害密度/
    (个·km−2
    9525.590645 83.27 95 0.0100
    1646.354741 14.39 56 0.0340
    较高 251.629077 2.20 49 0.1947
    15.425537 0.13 55 3.5655
    下载: 导出CSV
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出版历程
收稿日期:  2023-02-28
修回日期:  2023-07-29
录用日期:  2023-07-31
刊出日期:  2023-10-25

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