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Causes of catastrophic failure of Tam Pokhari moraine dam in the Mt. Everest region

Author

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  • Rabindra Osti
  • Tara Bhattarai
  • Katsuhito Miyake

Abstract

The moraine dam of the Tam Pokhari glacial lake breached on 3 September 1998 and caused a catastrophic flood in the downstream areas. To learn from the event, a field survey was conducted. The survey team found that a landslide, which is considered to be responsible for the outburst flood, occurred in the northeast-facing slope of the moraine dam. The dam internal structure played a crucial role in forming a landslide that triggered the excess overflow and finally the breach of the dam. The internal structure of the dam was made of alternating layers of finer and coarser sediments inclining at 30° downstream and layers are truncated in the upslope direction by a huge pile of unconsolidated and structureless moraine materials. Since the upstream slope angle of the dam i.e., 40° is larger than the angle of repose i.e. 35° of sediments, the increased pore water pressure in the dam triggered a landslide. The rainfall and seismological activities of that particular day, which hit the record high, were crucial in triggering the failure. It is estimated that the dam’s north and northeast-facing slopes completely slid involving about 30,000 m 3 of sediment mass of unconsolidated moraine materials above the shear plane. A slope stability analysis was also performed. The calculated safety factor was 0.85, and the calculated slip circle agreed with the shear plane marked in the dam. About 18 million cubic metres of water was swiftly released due to the sudden breach of the moraine dam. Copyright Springer Science+Business Media B.V. 2011

Suggested Citation

  • Rabindra Osti & Tara Bhattarai & Katsuhito Miyake, 2011. "Causes of catastrophic failure of Tam Pokhari moraine dam in the Mt. Everest region," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 58(3), pages 1209-1223, September.
    • Handle: RePEc:spr:nathaz:v:58:y:2011:i:3:p:1209-1223
    DOI: 10.1007/s11069-011-9723-x
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    Citations

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    Cited by:

    1. Fjóla Sigtryggsdóttir & Jónas Snæbjörnsson & Lars Grande & Ragnar Sigbjörnsson, 2015. "Methodology for geohazard assessment for hydropower projects," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 79(2), pages 1299-1331, November.
    2. Xiang Wang & Guo Chen & Xiaoai Dai & Jingjing Zhao & Xian Liu & Yu Gao & Junmin Zhang & Yongjun Chen & Xiaozhen Li & Wenyi Qin & Peng Wang, 2022. "Improved Process Management of Glacial Lake Outburst Flood Hazards by Integrating Modular Monitoring, Assessment, and Simulation," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 36(7), pages 2343-2358, May.
    3. R. K. Sharma & Pranay Pradhan & N. P. Sharma & D. G. Shrestha, 2018. "Remote sensing and in situ-based assessment of rapidly growing South Lhonak glacial lake in eastern Himalaya, India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 93(1), pages 393-409, August.

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