ePrints@IIScePrints@IISc Home | About | Browse | Latest Additions | Advanced Search | Contact | Help

Hydrodynamic moraine-breach modeling and outburst flood routing - A hazard assessment of the South Lhonak lake, Sikkim

Sattar, A and Goswami, A and Kulkarni, AV (2019) Hydrodynamic moraine-breach modeling and outburst flood routing - A hazard assessment of the South Lhonak lake, Sikkim. In: Science of the Total Environment, 668 . pp. 362-378.

[img] PDF
Sci_Tot_Env_668_362_2019.pdf - Published Version
Restricted to Registered users only

Download (9MB) | Request a copy
Official URL: https://dx.doi.org/10.1016/j.scitotenv.2019.02.388


The presence of glacial lakes in the Himalaya makes it a potential mountain hazard, as catastrophic failure of such waterbodies may lead to high-magnitude glacial lake outburst flood (GLOF) events that can cause significant damage to the low-lying areas. The present study evaluates the hazard potential of the South Lhonak lake located in the state of Sikkim, using both one and two-dimensional hydrodynamic modeling approaches. Different breach parameters were calculated based on the lake bathymetry and moraine dimensions. The worst-case GLOF scenario is revealed during an overtopping failure of the moraine, producing a peak flood of 6064.6 m 3 s �1 and releasing a total water volume of 25.7 � 10 6 m 3 . The GLOF hydrograph is routed to calculate peak flood (m 3 s �1 ), inundation depth (m) and flow velocity (ms �1 ) along the main flow channel. The interaction of the flood wave with a major topographic obstruction located 15.6 km downstream of the lake, shows a significant reduction of the flow energy leading to a minimization of the South Lhonak GLOF impact. The flood wave reaches the nearest town Lachen, located at a distance of 46 km downstream from the lake, at 3 h 38 min after the initiation of the breach, with a peak flood of 3928.16 m 3 s �1 and a maximum flow velocity of 13.6 ms �1 . At Chungthang town, located at a distance of 62.35 km from South Lhonak lake, the flood wave potentially inundates settlements along the bank of the flow channel, where a peak flood of 3828.08 m 3 s �1 is reached after 4 h of the initial dam breach event. The study also incorporates modeling of a framework to propose a potential flood remediation measure of the South Lhonak lake GLOF by demonstrating the effect of a lateral inline structure along the flow channel, to check the flow of the potential flood wave. © 2019 Elsevier B.V.

Item Type: Journal Article
Publication: Science of the Total Environment
Publisher: Elsevier B.V.
Additional Information: copyright for this article belongs to Elsevier B.V.
Keywords: Channel flow; Flow velocity; Glacial geology; Hazards; Hydrodynamics; Lakes, Catastrophic failures; Glacial lake outburst flood; Maximum flow velocities; Mitigation measures; Mountain hazard; Sikkim Himalaya; South Lhonak; Two-dimensional hydrodynamic modeling, Floods
Department/Centre: Division of Mechanical Sciences > Divecha Centre for Climate Change
Date Deposited: 09 Apr 2019 05:26
Last Modified: 09 Apr 2019 05:26
URI: http://eprints.iisc.ac.in/id/eprint/62055

Actions (login required)

View Item View Item