梅乐, 陈丽霞, 曾斌, 杨毅鑫. 2018: 西藏边境亚东口岸崩塌灾害危险性评估. 工程地质学报, 26(s1): 85-91. DOI: 10.13544/j.cnki.jeg.2018184
    引用本文: 梅乐, 陈丽霞, 曾斌, 杨毅鑫. 2018: 西藏边境亚东口岸崩塌灾害危险性评估. 工程地质学报, 26(s1): 85-91. DOI: 10.13544/j.cnki.jeg.2018184
    MEI Le, CHEN Lixia, ZENG Bin, YANG Yixin. 2018: HAZARD ASSESSMENT OF ROCKFALL AT YADONG BORDER PORTS IN TIBET. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 85-91. DOI: 10.13544/j.cnki.jeg.2018184
    Citation: MEI Le, CHEN Lixia, ZENG Bin, YANG Yixin. 2018: HAZARD ASSESSMENT OF ROCKFALL AT YADONG BORDER PORTS IN TIBET. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 85-91. DOI: 10.13544/j.cnki.jeg.2018184

    西藏边境亚东口岸崩塌灾害危险性评估

    HAZARD ASSESSMENT OF ROCKFALL AT YADONG BORDER PORTS IN TIBET

    • 摘要: 崩塌灾害是西藏边境口岸交通线的重要地质环境问题。论文以西藏日喀则市亚东口岸为研究区,对重要公路沿线的崩塌灾害进行危险性定量评估。论文通过遥感解译和野外调查的方法获取历史崩塌灾害和沿线危岩体空间分布、地形地质和稳定性现状等信息。考虑崩塌形成的控制性岩性组合和地形条件,论文基于Geographic Information System(GIS)实现崩塌源区识别;基于Holmgre修正算法、惯性算法和摩擦损失函数,利用Flow-R软件模拟崩塌运动范围,确定受威胁的交通区段。研究表明,崩塌源区GIS识别范围与实际野外勘察范围的吻合度为76.9%,运动模拟范围与实际落石滚动范围拟合精度为60.3%;模拟的高危影响范围面积占总研究区面积11.3%,其影响的交通路段主要分布在亚东口岸西南方向的高坡度斜坡体上,影响路段长度超过7000m;落石到达概率超过0.7的栅格数为2647,占崩塌模拟范围总栅格数的1.5%,集中分布深切冲沟底部。论文研究成果对亚东口岸重要交通线路崩塌影响范围评价与灾害防控具有一定的参考意义。

       

      Abstract: Rockfall disaster is an important geological environment issue for the Tibet border port traffic line. With the Yadong Port in Shigatse, Tibet as the research area, this paper carries out quantitative assessment of the hazards along major highways and the surrounding communities. Through remote sensing interpretation and field survey methods, information on historical rockfall disasters, the spatial distribution of dangerous rock masses along the route, topography, geology and stability status are obtained. Considering the controlled lithologyand terrain conditions formed by the rockfall, the identification of the source area of rockfall is realized based on GIS. Based on Holmgre's correction algorithm, inertial algorithm and friction loss function, Flow-R software was used to simulate the range of the rockfall movement and the threatened traffic zone at Yadong Port was determined. The results show that the coincidence of the scope of GIS identification in the source area of rockfall and the actual field survey is 76.9%, and the fitting precision of the range of the motion simulation and the actual rockfall rolling range is 60.3%. The simulated high-risk impact area accounts for 12.5% of the total study area. The traffic sections affected by the simulation are mainly distributed on the high slope slope body in the southwest direction of the Yadong Port, affecting the length of the road section more than 7000m. The number of grids with a falling rock reaching probability exceeding 0.7 is 2647,which accounts for 1.5% of the total number of grids in the rockfall simulation range, and is concentrated at the place where the curvature value at the bottom of the gulch is large. The research results of this paper have certain reference significance for the evaluation and prevention and control of the impact range of the rockfall of important traffic routes in Tibet port.

       

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