Abstract
In this work, a two-layer depth-integrated smoothed particle hydrodynamics (SPH) model is applied to investigate the effects of landslide propagation on the impulsive waves generated when entering a water body. In order to deal with the open boundary in practical engineering problems, an absorbing boundary method, based on Riemann invariants which can be applied to arbitrary geometries, is implemented. In order to examine the accuracy of the proposed formulation, the model is tested against both available laboratory tests and numerical examples from the literature. Then, it is adopted to model the characteristics of the impulse waves generated by the Halaowo landslide in the Jinsha River, China. The results provide a technical basis for the emergency plan to the Halaowo landslide and benefit the disaster prevention policy, which helps mitigating future hazards in similar reservoir areas.
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Funding
This work is supported by the National Key Research and Development Plan (Grant No.2018YFC047102), the Priority Academic Program Development of Jiangsu Higher Education Institutions (Grant YS11001), and the Postgraduate Research & Practice Innovation Program of Jiangsu Province (KYZZ16_0282). The second author wishes to express his gratitude to the Spanish MINECO for the financial help granted (Project ALAS, BIA2016-76253-P).
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Lin, C., Pastor, M., Li, T. et al. A SPH two-layer depth-integrated model for landslide-generated waves in reservoirs: application to Halaowo in Jinsha River (China). Landslides 16, 2167–2185 (2019). https://doi.org/10.1007/s10346-019-01204-9
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DOI: https://doi.org/10.1007/s10346-019-01204-9