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  • English  (4)
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  • 1
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    In:  XXVIII General Assembly of the International Union of Geodesy and Geophysics (IUGG)
    Publication Date: 2023-05-05
    Description: The saturated suspended sediment concentration in tsunami flow was experimentally investigated in this study. The large-scale tsunami physical simulator of Central Research Institute of Electric Power Industry was used for the experiments. The flume was composed of 5m long flat and non-movable bed at the upstream side and 20m long initially flat movable bed with a sand layer at the downstream side. Fast inundation flows with the velocities of approximately 3 m/s and inundation depths of approximately 0.4m passed over the bed and entrained suspended sediment from the sand layer. As going to the downstream side, the suspended sediment concentrations increased and appeared to approach equilibrium/saturation states. The saturated suspended sediment concentration which were measured were compared with the classical theory of Bagnold (1966), and good agreement among them was confirmed.
    Language: English
    Type: info:eu-repo/semantics/conferenceObject
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  • 2
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    In:  XXVIII General Assembly of the International Union of Geodesy and Geophysics (IUGG)
    Publication Date: 2023-05-15
    Description: Since tsunamis generated by submarine and subaerial landslides occur less frequently than tsunamis generated by fault movement, the actual behavior of landslide tsunamis is not well understood. Experimental and analytical studies have been conducted on submarine and subaerial landslide tsunamis, but there are fewer research examples than tsunamis generated by fault movement. In addition, experiments using two-dimensional flume have been mainly conducted, and there are few examples of examinations of submarine and subaerial landslide tsunamis under the same conditions. In this study, granular and solid slide models were used as models of landslide bodies, and hydraulic model experiments of submarine and subaerial landslide tsunamis were conducted by three-dimensional landslides. The 12.0m long, 12.0m wide, and 1.5m high experimental water tank was constructed, and landslide models were installed on the top of the slope. As the shape of the landslide model, three kinds of solid slide models were used as non-deformable landslide bodies, and granular bodies were used as deformable landslide bodies. We investigated the tsunami water level generated by the difference between granular material and solid slide model, and the difference between submarine and subaerial landslides, and its propagation process. The experimental data obtained in this study are useful for verification of the landslide tsunami numerical simulation model.
    Language: English
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  • 3
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    In:  XXVIII General Assembly of the International Union of Geodesy and Geophysics (IUGG)
    Publication Date: 2023-09-29
    Description: Fujii et al. conducted three-dimensional experiments to investigate the generation and propagation of tsunamis caused by landslides. They used granular materials or solid slide models as the landslides and switched between submarine and subaerial landslides by changing the initial water level. In this study, the two-layer model was validated using the results of their granular subaerial landslide experiments. Although calculated water levels using the original two-layer model based on the nonlinear shallow water equations significantly differed from the measurements, the addition of the dispersion term to the upper-layer equation resulted good agreement. The dispersive two-layer flow model can predict the water level of tsunamis caused by subaerial landslides comparable to the three-dimensional model, and is advantageous in terms of computational cost.
    Language: English
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  • 4
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    In:  XXVIII General Assembly of the International Union of Geodesy and Geophysics (IUGG)
    Publication Date: 2023-09-29
    Description: In this study, three-dimensional numerical simulations using OpenFOAM for tsunamis generated by submarine and subaerial landslides, were verified by comparison with the results of hydraulic model experiments conducted by Fujii et al. MultiphaseInterFoam was used for the solver and the landslide was modeled as a dilatant fluid. It was clarified that the grid size must be appropriately set to reproduce the short wave propagating to the shallow water area in the case of submarine landslide. The calculated thickness of the landslide at the start of the movement was consistent with that of the experiment, but the spread in the direction orthogonal to the slope was narrower than in the experiment. By examining the validity of the analysis for three-dimensional experiments rather than two-dimensional experiments, the issue of reproducibility of the flow shape and depositional area of the landslide body was clarified.
    Language: English
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