ISSN 1000-3665 CN 11-2202/P
    何坤, 胡卸文, 刘波, 周瑞宸, 席传杰, 韩玫, 张晓宇. 川藏铁路某车站泥石流群发育特征及对线路的影响[J]. 水文地质工程地质, 2021, 48(5): 137-149. DOI: 10.16030/j.cnki.issn.1000-3665.202103093
    引用本文: 何坤, 胡卸文, 刘波, 周瑞宸, 席传杰, 韩玫, 张晓宇. 川藏铁路某车站泥石流群发育特征及对线路的影响[J]. 水文地质工程地质, 2021, 48(5): 137-149. DOI: 10.16030/j.cnki.issn.1000-3665.202103093
    HE Kun, HU Xiewen, LIU Bo, ZHOU Ruichen, XI Chuanjie, HAN Mei, ZHANG Xiaoyu. Characteristics and potential engineering perniciousness of the debris flow group in one station of the Sichuan-Tibet Railway[J]. Hydrogeology & Engineering Geology, 2021, 48(5): 137-149. DOI: 10.16030/j.cnki.issn.1000-3665.202103093
    Citation: HE Kun, HU Xiewen, LIU Bo, ZHOU Ruichen, XI Chuanjie, HAN Mei, ZHANG Xiaoyu. Characteristics and potential engineering perniciousness of the debris flow group in one station of the Sichuan-Tibet Railway[J]. Hydrogeology & Engineering Geology, 2021, 48(5): 137-149. DOI: 10.16030/j.cnki.issn.1000-3665.202103093

    川藏铁路某车站泥石流群发育特征及对线路的影响

    Characteristics and potential engineering perniciousness of the debris flow group in one station of the Sichuan-Tibet Railway

    • 摘要: 川藏铁路某车站位于藏东南冻错曲沟谷内,处于泥石流集中暴发区。采用现场调查、遥感解译等方法对影响车站的泥石流群孕灾环境和发育特征进行了深入研究。结果表明:该区以发育包括10条暴雨型泥石流与2条冰湖溃决泥石流在内的泥石流群为特征,地形地貌、水源动力和物源对泥石流群的发育起主要控制性作用。泥石流沟的流域形态完整系数集中在0.15~0.55之间,多为长条形与栎叶形,沟床的纵比降整体偏大,有利于泥石流的水源汇聚和发生。而泥石流流域内的沟道岸坡坡度多为20°~40°,相对有利于泥石流物源的补给。对该泥石流群中的12条泥石流沟进行动力学参数计算,分析其运动特征和发展趋势,认为该泥石流群的堆积扇普遍比较明显且未修建防治工程,在极端暴雨条件下,再次暴发较大规模泥石流的可能性大。最后评价了单沟暴发及冻错曲两岸对冲暴发场景下泥石流群对线路的潜在工程影响并给出了防治对策,建议线路在穿越泥石流沟部位布设排导槽或停淤堤进行束流归流,并对桥墩做好迎水面防块石撞击措施。研究结果对川藏铁路泥石流防治工程规划设计具有一定指导意义,也可为山区交通干线的合理选线提供科学依据。

       

      Abstract: One station of the Sichuan-Tibet Railway is located in the Dongcuoqu valley in southeast Tibet of China, and also lies in the debris-flow-prone area. Based on field investigations and remote sensing interpretation, we revealed the predisposing conditions and characteristics of the debris flow group, which have significant influence on the station safety. The results suggest that this region is characterized by ten rainstorm-induced debris flows and two glacier lake outburst-induced debris flows. Geomorphology, water sources and material sources exert dramatical controls on the characteristic of debris flows. Complex geological and environment background provides adequate material sources and potential energy conditions prone to the formation of catastrophic debris flows. The integrity coefficient of the debris flow gullies ranges between 0.15 and 0.55, with the morphology of long strip and oak leaf shape. The longitudinal slope of the main channel is relatively large, which is conducive to the water catchment and occurrence of debris flow. The slope of the channel bank slope in the debris flow basin is mostly 20°−40°, which provides appropriate supply to the material sources. We also calculated the kinetic parameters of 12 debris flows, and analyzed their dynamic characteristics and development tendency. The deposition fans of the debris flow group are ubiquitous without mitigation measures. Large-scale debris flows are prone to occur under the extreme rainstorms. Finally, we evaluated the potential engineering perniciousness of debris flow on railway in single debris flow-occurring circumstance and in debris flow-occurring in the both banks of the Dongcuoqu circumstance. It is suggested that drainage channels should be built for the railway at the deposition fan of gully for return flow, and safety measures should be taken to prevent boulders impact on the proposed bridge piers. Results in this study are expected to guide the design of the debris flow mitigation project in Sichuan-Tibet Railway, and also provide scientific basis for the reasonable selection of the vital traffic line in the mountainous areas.

       

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