274 Three dimensional Tsunami run-up simulation by using a particle method with GIS data and application of this simulation to disaster prevention activities

2015 ◽  
Vol 2015.28 (0) ◽  
pp. _274-1_-_274-2_
Author(s):  
Shimon Eguchi ◽  
Mitsuteru Asai ◽  
Hideyuki Otani ◽  
Masaharu Issiki
2016 ◽  
Vol 10 (05) ◽  
pp. 1640020 ◽  
Author(s):  
Masaharu Isshiki ◽  
Mitsuteru Asai ◽  
Shimon Eguchi ◽  
Hideyuki O-Tani

The 2011 off the Pacific coast of Tohoku Earthquake was one of the most powerful earthquakes on record in Japan and the huge tsunami caused by the earthquake inflicted extensive damage to the coastal areas of the Tohoku region. To form safe coastal areas, countermeasures against disaster should be developed considering not only tangible infrastructures including breakwater and bridges but also intangible measures including education on disaster prevention and the development of hazard maps. The tsunami run-up analysis is expected to play a role as one of the countermeasures against tsunami. In this research, we aim to establish a tool to effectively analyze the tsunami run-up in urban areas based on the Smoothed particle hydrodynamics (SPH) method. And then, we propose a series of pre-process procedures to develop a detailed geography analysis model that reflects the geography, elevation, and exterior shapes of buildings by referring to 3D location information and digital elevation model data obtained from a geographical information system. Finally, we established a photorealistic visualization method so that citizen can understand the tsunami phenomenon intuitively.


2007 ◽  
Vol 54 (8) ◽  
pp. 618-629 ◽  
Author(s):  
Byung Ho Choi ◽  
Dong Chule Kim ◽  
Efim Pelinovsky ◽  
Seung Buhm Woo

2012 ◽  
Vol 2012.17 (0) ◽  
pp. 295-296
Author(s):  
Taisuke SUGII ◽  
Nobuhiro KANDA ◽  
Eiji ISHII ◽  
Kazue OKUMURA ◽  
Tadashi IIJIMA

2011 ◽  
Vol 1 (32) ◽  
pp. 14 ◽  
Author(s):  
Tomoaki Nakamura ◽  
Norimi Mizutani ◽  
Koji Fujima

A three-dimensional two-way coupled fluid-sediment interaction model (FSM) is applied to investigate run-up tsunami deformation and tsunami force acting on square structures on land. The FSM consists of a generalized Navier-Stokes solver (GNS) for multi-phase flow including porous flow, a volume of fluid module (VFM) for air-water interface tracking, and a sediment transport module (STM) for fluid-sediment interface tracking. In the FSM, a two-way coupling procedure is implemented at each time step to connect the GNS with the VFM and the STM. The predictive capability of the FSM is demonstrated through comparison between numerical results and experimental data in terms of water surface elevation, inundation depth, and tsunami force. The process of tsunami run-up in the presence of square structures is investigated in terms of vortex structures. The result shows that the FSM is a useful tool providing detailed information in discussing run-up tsunami deformation and tsunami force.


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