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西藏地区崩塌滑坡影响因子敏感性分析

吴森, 张文, 刘民生. 西藏地区崩塌滑坡影响因子敏感性分析[J]. 中国地质灾害与防治学报, 2023, 34(3): 109-117. doi: 10.16031/j.cnki.issn.1003-8035.202201017
引用本文: 吴森, 张文, 刘民生. 西藏地区崩塌滑坡影响因子敏感性分析[J]. 中国地质灾害与防治学报, 2023, 34(3): 109-117. doi: 10.16031/j.cnki.issn.1003-8035.202201017
WU Sen, ZHANG Wen, LIU Minsheng. Susceptibility analysis on influencing factors of rockfalls and landslides in Tibet[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(3): 109-117. doi: 10.16031/j.cnki.issn.1003-8035.202201017
Citation: WU Sen, ZHANG Wen, LIU Minsheng. Susceptibility analysis on influencing factors of rockfalls and landslides in Tibet[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(3): 109-117. doi: 10.16031/j.cnki.issn.1003-8035.202201017

西藏地区崩塌滑坡影响因子敏感性分析

  • 基金项目: 西藏自治区地质灾害防治技术研究与示范项目(藏财采[2020]0890-1)
详细信息
    作者简介: 吴 森(1988-),男,江苏邳州人,硕士,高级工程师,主要从事地质灾害调查评价与防治研究工作。E-mail: 769346087@qq.com
    通讯作者: 张 文(1985-),男,山西古县人,博士,高级工程师,主要从事水工环调查评价工作。E-mail: 3463287@qq.com
  • 中图分类号: P694

Susceptibility analysis on influencing factors of rockfalls and landslides in Tibet

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  • 西藏地区地形地貌复杂,构造活动强烈,气候条件多样,地质灾害频发,对全区经济建设和社会发展的影响日趋显著。其中,崩塌、滑坡是西藏地区常见的地质灾害,为了定量分析研究区内崩塌、滑坡影响因子的敏感性,文中基于GIS与确定性系数分析方法,选取了坡度、坡向、地形起伏度、坡形、高程、距地质构造距离、河网密度、工程地质岩组等8个因子开展了崩塌、滑坡影响因子敏感性分析。分析结果表明:(1)西藏地区崩塌、滑坡影响因子高敏感性区间为:斜坡坡度大于30°,坡向为南东向、南向、南西向,地形起伏度在200~800 m/km2,坡形为凹形坡,高程在1 500~4 500 m,距地质构造距离0~3 km,河网密度>0.5 km/km2,代号为YJ2、TS1、TS2、BZ1的岩组,灾害与影响因子之间表现出较好的相关性。(2)影响因子间的敏感性大小:坡度>工程地质岩组>高程>坡形>河网密度>地形起伏度>坡向>距地质构造距离。研究结果对西藏地区崩塌、滑坡易发性评价工作提供了参考。

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  • 图 1  西藏地区崩塌滑坡灾害分布图

    Figure 1. 

    图 2  崩塌滑坡影响因子分布图

    Figure 2. 

    图 3  崩塌滑坡影响因子各分类敏感性分布图

    Figure 3. 

    表 1  影响因子分级标准及确定性系数值

    Table 1.  Classification standard for influencing factors and value of certainty factors

    影响因子 因子分级 灾害点/处 PiPj/(处·km−2 CFij CFi
    坡度/ (°) [0,5] 0 0.000 00 −1.000 0.79
    (5,10] 7 0.000 04 −0.990
    (10,15] 55 0.000 41 −0.894
    (15,20] 115 0.001 00 −0.741
    (20,25] 233 0.002 21 −0.425
    (25,30] 374 0.003 90 0.015
    (30,35] 565 0.007 03 0.456
    (35,40] 724 0.012 71 0.701
    (40,45] 855 0.026 24 0.857
    (45,50 779 0.048 39 0.924
    (50,55] 576 0.074 80 0.952
    >55 434 0.070 67 0.949
    坡向 平地 0 0.000 00 −1.000 0.36
    北向 473 0.003 01 −0.217
    北东 434 0.002 88 −0.250
    东向 564 0.003 75 −0.022
    南东 676 0.004 68 0.180
    南向 795 0.005 08 0.245
    南西 778 0.005 15 0.255
    西向 550 0.003 73 −0.030
    北西 447 0.003 15 −0.181
    地形起伏度/( m·km−2 [0,100] 65 0.000 18 −0.952 0.49
    (100,200] 378 0.001 71 −0.557
    (200,300] 871 0.005 04 0.239
    (300,400] 1 242 0.007 57 0.495
    (400,500] 1 110 0.008 71 0.561
    (500,600] 594 0.007 16 0.466
    (600,700] 263 0.005 24 0.268
    (700,800] 129 0.004 52 0.151
    (800,900] 42 0.002 81 −0.270
    >900 23 0.001 99 −0.483
    坡形
    (负值为凹形坡,
    0为直线形坡,
    正值为凸形坡,
    负值越大坡形越凹,
    正值越大坡形越凸)
    −4 41 0.048 35 0.924 0.59
    −3 231 0.034 19 0.891
    −2 918 0.016 77 0.774
    −1 1 147 0.007 03 0.455
    0 1 288 0.002 02 −0.475
    1 741 0.002 89 −0.248
    2 261 0.003 62 −0.058
    3 84 0.002 71 −0.295
    4 6 0.001 05 −0.728
    高程/ m [0,1 000] 31 0.002 28 −0.407 0.68
    (1 000,1 500] 34 0.003 30 −0.141
    (1 500,2 000 113 0.010 31 0.630
    (2 000,2 500] 121 0.011 36 0.664
    (2 500,3 000] 297 0.023 65 0.841
    (3 000,3 500] 796 0.042 13 0.912
    (3 500,4 000] 1 348 0.030 21 0.876
    (4 000,4 500] 1 335 0.010 64 0.642
    (4 500,5 000] 590 0.001 19 −0.691
    >5 000 52 0.000 11 −0.972
    距地质构造
    距离/ km
    [0,1] 855 0.006 32 0.394 0.33
    (1,2] 748 0.005 97 0.358
    (2,3] 583 0.005 24 0.268
    (3,4] 417 0.004 26 0.098
    (4,5] 351 0.004 04 0.049
    (5,6] 314 0.004 06 0.055
    (6,7] 217 0.003 16 −0.177
    (7,8] 128 0.002 11 −0.451
    (8,9] 98 0.001 85 −0.520
    (9,10] 95 0.002 04 −0.468
    >10 911 0.002 49 −0.352
    河网密度/( km·km−2 [0,0.25] 339 0.000 64 −0.834 0.56
    (0.25,0.50] 645 0.002 38 −0.380
    (0.50,0.75] 1 574 0.006 97 0.451
    (0.75,1.00] 1 381 0.010 35 0.631
    (1.00,1.25] 591 0.011 53 0.670
    (1.25,1.50] 168 0.012 77 0.702
    >1.50 19 0.007 37 0.481
    工程地质岩组 坚硬块状中酸性岩岩组(YJ1) 16 0.000 08 −0.979 0.73
    坚硬—较坚硬块状基性超基性岩岩组(YJ2) 904 0.057 63 0.937
    坚硬—较坚硬层状块状火山岩组(YJ3) 120 0.002 64 −0.314
    坚硬层状砂岩岩组(SX1) 51 0.000 31 −0.920
    较坚硬—软弱层状砾岩、粉砂岩、泥岩岩组(SX2) 984 0.003 90 0.015
    坚硬层状—块状弱岩溶化灰岩岩组(TS1) 1 047 0.016 22 0.766
    坚硬—较坚硬层状弱岩溶化灰岩夹碎屑岩岩组(TS2) 898 0.006 85 0.441
    坚硬—较坚硬块状混合岩岩组(BZ1) 556 0.012 67 0.700
    较坚硬—较软弱层块状片岩、片麻岩岩组(BZ2) 29 0.000 15 −0.960
    第四系松散岩组(Q) 112 0.001 09 −0.717
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出版历程
收稿日期:  2022-01-19
修回日期:  2022-04-12
录用日期:  2022-04-13
刊出日期:  2023-06-25

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