周礼, 范宣梅, 许强, 杨帆, 郭晨. 2019: 金沙江白格滑坡运动过程特征数值模拟与危险性预测研究. 工程地质学报, 27(6): 1395-1404. DOI: 10.13544/j.cnki.jeg.2019-037
    引用本文: 周礼, 范宣梅, 许强, 杨帆, 郭晨. 2019: 金沙江白格滑坡运动过程特征数值模拟与危险性预测研究. 工程地质学报, 27(6): 1395-1404. DOI: 10.13544/j.cnki.jeg.2019-037
    ZHOU Li, FAN Xuanmei, XU Qiang, YANG Fan, GUO Chen. 2019: NUMERICAL SIMULATION AND HAZARD PREDICTION ON MOVEMENT PROCESS CHARACTERISTICS OF BAIGE LANDSLIDE IN JINSHA RIVER. JOURNAL OF ENGINEERING GEOLOGY, 27(6): 1395-1404. DOI: 10.13544/j.cnki.jeg.2019-037
    Citation: ZHOU Li, FAN Xuanmei, XU Qiang, YANG Fan, GUO Chen. 2019: NUMERICAL SIMULATION AND HAZARD PREDICTION ON MOVEMENT PROCESS CHARACTERISTICS OF BAIGE LANDSLIDE IN JINSHA RIVER. JOURNAL OF ENGINEERING GEOLOGY, 27(6): 1395-1404. DOI: 10.13544/j.cnki.jeg.2019-037

    金沙江白格滑坡运动过程特征数值模拟与危险性预测研究

    NUMERICAL SIMULATION AND HAZARD PREDICTION ON MOVEMENT PROCESS CHARACTERISTICS OF BAIGE LANDSLIDE IN JINSHA RIVER

    • 摘要: 2018年10月、11月于金沙江川藏交界处江达县波罗乡白格村先后发生两次体积约2400×104 m3和850×104 m3的滑坡,两次滑坡平均运动距离1400 m,堵塞金沙江形成堰塞湖。首次形成的堵江滑坡坝天然溃决,未造成人员伤亡;然而第2次滑坡堵塞第1次滑坡自然溃口,导致堰塞湖库容迅速增加到3.85×108 m3。政府部门立即开展抢险工作,通过人工修建溢洪道的方法成功泄洪,极大程度上降低洪水风险。本文利用PFC3D颗粒流软件模拟两次滑坡的发生、运动、堆积过程,并在反演结果的基础上对白格滑坡滑源区残留潜在不稳定部分未来失稳的运动路径和堆积范围进行预测,对其危险性进行科学评价。结果表明:(1)滑坡在重力作用下失稳,除了受初始势能的影响外,微地貌也是决定滑坡运动路径与距离的关键因素之一;(2)PFC3D颗粒流数值模拟方法适用于类似于白格滑坡这类碎屑流类型的滑坡,两次滑坡反演得到的堆积厚度、堆积范围均与真实结果相近;(3)利用两次事件反演所得参数,可以预测若滑源区潜在不稳定部分同时失稳,则形成约70 m高的滑坡坝,可能再次堵塞金沙江。

       

      Abstract: Two large landslide-debris avalanches occurred in Jinsha River at the junction of Baige Village, Bolo Township, Jiangda County, Tibet and Sichuan Province in October and November 2018, respectively. The volumes of the two landslides were about 2400×104 m3 and 850×104 m3, respectively. The two landslides moved down an average distance of 1400 m, blocked the Jinsha River and formed a barrier lake. The first natural outburst of the dam caused no casualties. However, the second landslide blocked the natural crater of the first landslide and resulted in a rapid increase in the storage capacity of the barrier lake to 3.85×108 m3. The government immediately carried out emergency measures to discharge floods by building spillways, which greatly reduced the risk of flood. In this article, a particle flow code in three dimensions(PFC3D) is adopted to simulate the occurrence, movement and accumulation of the two landslides. Based on the inversion results, we predict the movement path and accumulation scope of the potential dangerous sliding mass in Baige landslide, as well as evaluate its risk scientifically. The results show the follows. (1) Under gravity, in addition to being affected by the initial potential energy, the micro-geomorphology of the landslide is also one of the key factors determining the movement path and the distance of the particles. (2) The PFC3D particle flow numerical simulation method is suitable for landslides similar to the debris avalanche type such as Baige landslide, and the accumulation scope and thickness obtained from the two simulated landslides are basically consistent with these of the reality. (3) Using the parameters obtained from the inversion of the two events, we predict the instability process of the potentially unstable part of the source area. The unstable slope bodies can collapse and form a barrier dam with a thickness of about 70 m at the Jinsha River, which is possible to block the river again.

       

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