A massive landslide damaged NHPC's Teesta V hydropower station on 20th August 2024 ​at Balutar, Sikkim Himalayas

Biswajit Bera
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Abstract

A gigantic landslide occurred at Dipu-Dara near Singtam of Himalayan State Sikkim above the powerhouse of the NHPC's (National Hydroelectric Power Corporation) Teesta stage V dam power station on August 20, 2024. The Gas Insulated Switchgear building of the powerhouse was partly smashed and this landslide also affected the six residential buildings. The large cracks developed along the Singtam-Dikchu road which is the significant lifeline of Gangtok Town as well as North Sikkim. This study attempts to identify the principal causes and probable effects at the proximity region. Here, the geotechnical investigation has been done for slope stability using the limit equilibrium method (LEM). A total of three slopes (rock-debris) have been considered and the physical properties of the slopes have been systematically measured (slope material, angle, orientation, height, etc.) during a field survey in September 2024. SAR (C-band) imageries (Synthetic aperture radar, Sentine-1A) have been used here for InSAR coherence analysis before (09-08-2024) and after the event (21-08-2024). Results showed that most of the slopes (above 45°) along the riverside of Teesta are characterized by unconsolidated loose soil-forming materials of Phyllitic rock. At the time of GLOF, 2023, the slopes near the powerhouse were affected by the devastating flood through toe erosion. Here, this rock type experiences alternating dry and wet cycles which weaken its mechanical strength, develop cracks, and trigger slope failure. This 17 ​km NHPC headrace tunnel runs through fragile phyllite, schist, slate and quartzite rocks and it reduces the rock strength. Numerous past earthquake epicenters (the highest 5.45 magnitude, 2013) are also located between Dikchu and Signtam. The result of the LEM showed that the safety factor value of the landslide slope was 1.069, representing a little stable slope. This study will help policymakers for long-term sustainable hillslope as well as landslide management, particularly for the Himalayan tourism industry and border security.
2024年8月20日,位于锡金喜马拉雅山Balutar的国家水电公司Teesta V水电站发生大规模滑坡
2024年8月20日,喜马拉雅锡金邦辛塔姆附近的迪普达拉(Dipu-Dara)发生了巨大的山体滑坡,发生在国家水电公司Teesta第五阶段大坝发电站的发电站上方。电厂燃气绝缘开关柜部分倒塌,6栋居民楼也受到影响。大裂缝沿着singam - dikchu公路发展,这条公路是Gangtok镇和北锡金的重要生命线。本研究试图确定在邻近地区的主要原因和可能的影响。本文采用极限平衡法(LEM)对边坡稳定性进行了岩土工程研究。在2024年9月的野外调查中,共考虑了三个边坡(岩屑),并系统地测量了边坡的物理性质(边坡材料、角度、方向、高度等)。本文使用SAR (c波段)图像(合成孔径雷达,sentinel - 1a)在事件发生前(09-08-2024)和事件发生后(21-08-2024)进行InSAR相干性分析。结果表明:蒂斯塔河畔45°以上的斜坡多以非固结松散成土材料为phylistic rock;在2023年的GLOF期间,厂房附近的斜坡受到毁灭性洪水的影响,通过脚趾侵蚀。在这里,这种岩石类型经历了干湿交替循环,这削弱了其机械强度,形成裂缝,并引发边坡破坏。这条17公里长的NHPC引水隧道穿过脆弱的千层岩、片岩、板岩和石英岩,降低了岩石的强度。许多过去的地震震中(2013年最高的5.45级)也位于Dikchu和Signtam之间。LEM计算结果表明,滑坡边坡的安全系数值为1.069,属于较稳定的边坡。这项研究将有助于决策者长期可持续的山坡和滑坡管理,特别是对喜马拉雅旅游业和边境安全。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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