蔡耀军, 杨启贵, 栾约生, 等. 2022. 2018年雅鲁藏布江米林县加拉堰塞湖考证[J]. 工程地质学报, 30(3): 784-793. doi: 10.13544/j.cnki.jeg.2021-0644.
    引用本文: 蔡耀军, 杨启贵, 栾约生, 等. 2022. 2018年雅鲁藏布江米林县加拉堰塞湖考证[J]. 工程地质学报, 30(3): 784-793. doi: 10.13544/j.cnki.jeg.2021-0644.
    Cai Yaojun, Yang Qigui, Luan Yuesheng, et al. 2022. Breaches of Jiala barrier lake in Milin County of Yarlung Zangbo River in 2018[J]. Journal of Engineering Geology, 30(3): 784-793. doi: 10.13544/j.cnki.jeg.2021-0644.
    Citation: Cai Yaojun, Yang Qigui, Luan Yuesheng, et al. 2022. Breaches of Jiala barrier lake in Milin County of Yarlung Zangbo River in 2018[J]. Journal of Engineering Geology, 30(3): 784-793. doi: 10.13544/j.cnki.jeg.2021-0644.

    2018年雅鲁藏布江米林县加拉堰塞湖考证

    BREACHES OF JIALA BARRIER LAKE IN MILIN COUNTY OF YARLUNG ZANGBO RIVER IN 2018

    • 摘要: 加拉堰塞湖威胁其上下游的人口安全、城镇设施及生态环境。加拉堰塞体地处无人区,没有对外交通,调研困难,因此形成机制研究甚少。作者于2019年3月调研了堰塞湖现场,通过对残留堰塞体地形实测,堰塞体岩性及结构、沿途堰塞湖水毁现象调查,结合堰塞体粒度特征,查明了加拉堰塞体的物质组成、堰塞湖形成过程及湖区灾损机制。调查发现雅鲁藏布江下游左岸色东浦沟冰碛物3次活动堵塞河道形成堰塞湖,并于10月19日、31日两次溃决,溃口流量分别达到32000m3 ·s-1和19000m3 ·s-1。前两次活动入江体积达6500×104m3,堰塞体高度88m,蓄水至6.0×108m3后发生第1次溃决。第3次活动入江体积约1000×104m3,堰塞体垭口高度约67m,蓄水至3.26×108m3后发生第2次溃决,体现了源于冰碛物堆积、混杂大量冰块、含水率极高的类似泥石流堆积堰塞体的独特溃决机理和洪水特征。雅鲁藏布江大峡谷河段堰塞湖堵江事件频发,通过加拉堰塞湖形成过程、溃决机理研究,可以为本区域堰塞湖灾害应对提供参考。

       

      Abstract: The Jiala barrier lake threatens the population,urban facilities,and ecological environment. It is in an uninhabited area and thus difficult to investigate and study its formation mechanism. In March 2019,we conducted a barrier lake site investigation. The topography,lithology of the remaining dammed body,and the surge damage phenomenon were investigated,combined with the grain size and material composition of the dammed body to reveal the formation process and damage mechanism. The results showed that the deposits of Sedongpu gully on the left bank of Yarlung Zangbo River rushed into the river channel three times and formed the barrier lake. The breach took place twice on October 19 and 31,2018, with the breach discharge of 32000m3 ·s-1 and 19000m3 ·s-1 respectively. The barrier body volume caused by the first two activities reaches 65 million m3,with the height of 85m. And when the breach occurred,the lake water storage reached 600 million m3. The barrier body volume induced by the third activity is about 10 million m3 with the height of 67m. When water storage was 326 million m3,the second breach occurred. It reveals that the dammed body derived from accumulated moraine which has high water content and ice blocks,suggesting a unique failure mechanism and flood characteristics like debris flow accumulation. The damming events in the Yarlung Zangbo River occurred frequently. This study can provide a reference for the disaster response of the barrier lake in this region.

       

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