4.6 Article

Future Glacial Lake Outburst Flood (GLOF) hazard of the South Lhonak Lake, Sikkim Himalaya

Journal

GEOMORPHOLOGY
Volume 388, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.geomorph.2021.107783

Keywords

Glacial lake outburst flood; South Lhonak; Himalaya; Hazard; Risk; Uncertainty

Funding

  1. MHRD, MoES [IMPRINT 4096]
  2. National Aeronautics and Space Administration (NASA) Interdisciplinary Research in Earth Science [80NSSC18K0432]
  3. NASA High Mountain Asia [80NSSC19K0653]
  4. NASA Cryosphere [80NSSC20K1442]
  5. Swiss Agency for Development and Cooperation (SDC)
  6. Swiss Government Excellence Award

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This study assessed the future glacial lake outburst flood (GLOF) hazard of the South Lhonak Lake in the Sikkim Himalaya, considering the potential impacts of continued glacier retreat and avalanche events. The results indicate that the lake's growth may lead to overtopping of the frontal moraine, triggering GLOFs and causing significant downstream impacts.
The Teesta basin in Sikkim Himalaya hosts numerous glacial lakes in the high altitude glacierized region, including one of the largest and the fastest-growing South Lhonak Lake. While these lakes are mainly located in remote and unsettledmountain valleys, far-reaching glacial lake outburst floods (GLOFs) may claim lives and damage assets up to tens of kilometers downstream. Therefore, evaluating GLOF hazard associated with current and potential future glacier-retreat-driven changes is of high importance. In this work, we assess the future GLOF hazard of the South Lhonak Lake by integrating glacier and hydrodynamic modeling to calculate the lake's future volume and hydraulic GLOF characteristics and impacts along the valley. We identify the increased susceptibility of the lake to potential avalanche impacts as the lake grows in the future. Here we model six avalanche scenarios of varying magnitudes to evaluate the impact-wave generated in the lake and overtopping flow at the dam. Avalanche simulations indicate that the frontal moraine is susceptible to overtopping. The overtopping flow hydraulics is evaluated along the channel assuming no erosion of the moraine. Further, we consider three lake-breach scenarios to model GLOFs originating from the lake, flow propagation, and its downstream impacts. The uncertainty in the breach parameters including breach width and time of failure are calculated to estimate the upper and the lower hydraulic limits of potential future GLOF events. Further, the uncertainty in the flow hydraulics was evaluated using dynamic flood routing of six GLOFs that originate from the lake. Hydrodynamic GLOF modeling resulted in a predicted peak discharge of 4311 m(3)s(-1), 8000 m(3)s(-1), and 12,487 m(3)s(-1) for breach depths of 20 m, 30 m, and 40 m respectively. The large-potential scenario suggests that maximum flow depth and flow velocity at Chungthang, a town proximally located to a major hydropower station built-in 2015, could reach up to 25-30 m and 6-9 ms(-1), respectively. Mapping infrastructure exposed to GLOFs in the Teesta valley shows that many settlements and assets located along the river channel at Chungthang are potentially exposed to future GLOFs, indicating the need to conduct a full environmental impact assessment and potentially undertake GLOF risk mitigation measures. (C) 2021 The Author(s). Published by Elsevier B.V.

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