Debris flow in indian himalaya: A threat to emerging infrastructure

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2024-10-04 DOI:10.1007/s10064-024-03923-3
Neha Chauhan, Vipin Kumar, Yaspal Sundriyal, Sameeksha Kaushik, Srikrishnan Siva Subramanian, Raquel Melo, Naresh Rana
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Abstract

The present study aimed to understand the debris flow characteristics in view of frequent extreme rainfall events, expansion of road networks, tourist influx, and population pressure in the NW & Central Himalaya. Notably, majority of the human settlements, roads, bridges, buildings, and even protection measures in the NW & Central Himalaya do not take into consideration such debris flow impact scenario despite a history of debris flow disasters. The Voellmy-Salm rheology dependent dynamic runout simulation method was used to determine the debris flow pressure and velocity regime in 9 debris flow locations belonging to different litho-tectonic conditions. Results revealed that the debris flow pressure and velocity in these 9 studied debris flows might reach up to 3000 kPa and 20 m/s, respectively. The debris flow pressure and velocity of these orders have the potential to damage the protection measures and infrastructures, which have also been observed in other hilly terrains. The sensitivity analysis was carried out at a range of input parameters by considering 729 possible simulations and debris flow pressure and velocity are found to follow relatively better corelation until ~ 250 kPa flow pressure and ~ 15 m/s velocity thresholds. The influence of slope topography on the debris flow characteristics is also observed in the form of amplification of flow pressure and velocity at concave portions. The rapid development of road network in the NW & Central Himalayan region and its subjectivity to potential debris flow risk is also discussed.

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印度喜马拉雅山的泥石流:对新兴基础设施的威胁
本研究旨在了解西北及中部喜马拉雅地区频繁的极端降雨事件、道路网络的扩张、游客的涌入以及人口压力下的泥石流特征。值得注意的是,尽管历史上曾发生过泥石流灾害,但喜马拉雅山西北部和中部地区的大多数人类住区、道路、桥梁、建筑甚至保护措施都没有考虑到这种泥石流的影响情况。本文采用 Voellmy-Salm 流变学相关动态流出模拟方法,确定了属于不同岩性构造条件的 9 个泥石流地点的泥石流压力和速度机制。结果表明,所研究的这 9 处泥石流的泥石流压力和流速可能分别高达 3000 kPa 和 20 m/s。这些级别的泥石流压力和速度有可能破坏保护措施和基础设施,这在其他丘陵地形中也有观察到。通过考虑 729 次可能的模拟,在一系列输入参数下进行了敏感性分析,结果发现泥石流压力和速度在 ~ 250 kPa 流量压力和 ~ 15 m/s 速度临界值之前具有相对较好的相关性。斜坡地形对泥石流特性的影响还表现在凹面部分的流压和流速的放大上。此外,还讨论了西北部和amp;喜马拉雅中部地区公路网的快速发展及其对潜在泥石流风险的主观影响。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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