• Title/Summary/Keyword: 연안 쓰나미

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Computation of Tsunamis in the East Sea using Dynamically Interfaced Nested Model (동적결합쓰나미모형에 의한 동해쓰나미 산정)

  • 최병호;홍성진;우승범;에핌페리높스키
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2000.09a
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    • pp.47-54
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    • 2000
  • 역사적으로 동해에서의 쓰나미는 자주 발생하지는 않았지만, 동해에서의 지진 진앙지가 유라시아와 북태평양 플레이트사이인 일본연안을 따라 위치하고 있어서 우리나라의 동해 연 안, 일본연안 및 러시아 연안에 큰 쓰나미에 의한 피해를 줄 수 있다. (중략)

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Computation of a Tsunami at Mindoro, Philippine in 1994 (1994년 필리핀 민도로섬의 쓰나미 산정)

  • Choi, Byung-Ho;Kim, Duk-Gu;Roh, Sang-Jun;Lee, Ho-Jun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.9 no.3
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    • pp.140-154
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    • 1997
  • On November 15, 1994 at 03:17 local time, an earthquake of surface magnitude (M$_{s}$) 7.0 occurred on the northern coast of the Mindoro in Philippine. A major tsunami was generated by this earthquake, extremely large tsunami waves engulfed the Mindoro and the Verde islands. This tsunami caused tremendous casualities and damage. The tsunami propagated to the Luzon island and felt at the Batangas after 10 minutes. The present paper intends to understand the propagation and inundation this tsunami with the aid of numerical computation model and computer graphic aided video animation.n.

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A Numerical Simulation of 1983 East Sea Tsunami (1983년(年) 동해(東海)쓰나미의 산정(算定))

  • Choi, Byung Ho;Lee, Ho Jun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.13 no.3
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    • pp.207-219
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    • 1993
  • Tsunamis along the east coast of Korea accompanying the 1983 East Sea central region earthquake is hindcasted with numerical models for tsunami propagation and inundation. Both linear and nonlinear models were used to compute propagation and elevation of tsunami waves on the coastal area of Korea. For the mesh refinement, grid system was divided into two sub-regions in Korean coastal area with final 10m grid resolution at interior area where serious inundation was observed. Calculated tsunami height distribution showed a general agreement with coastal observation. With interior detailed mesh system at mid-east coast region, the inundatin at the port of Imwon were qualitatively well reproduced by inundation and runup model.

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Runup Computation of 1992 Nicaraguan Tsunami (1992年 니카라구아 쓰나미의 범람 산정)

  • 최병호;정홍화
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.7 no.1
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    • pp.24-32
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    • 1995
  • Tsunami generated by the 1992 Nicaragua's west coast earthquake caused 95 persons death, 155 persons injury and 3000 persons homelessness. The previous study done by Imamura et al. (1993) were on the 1992 Nicaragua tsumami generation and propagation which were simulated by using spherical far-field model and Cartesian near-field model, and the computed results with assumption of vertical wall at coast were adjusted by runup ratio to compare with observations. This study using moving boundary model hindcasts El Transito's runup height which was observed as about 6.4-9.9m.

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Tsunami Disasters and Tectonic Movements along the Coastal Areas of Northeast Japan Derived from Mega-Earthquake in March, 2011 (2011년 3월 일본 동북지방 태평양 연안 지진재해시의 쓰나미 재해와 지각변동)

  • CHOI, Seong Gil;MATSUMOTO, Hide-aki;HIRANO, Shinichi;PARK, Ji-hoon
    • Journal of The Geomorphological Association of Korea
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    • v.19 no.3
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    • pp.143-151
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    • 2012
  • The tsunami disasters and tectonic movements derived from mega-earthquake(M 9.0) which occured in the sea floor of the Pacific side of northeast Japan in March, 2011 were investigated. Landward invasion limit of the tsunami was 4.0km from the present coastline in Sendai coastal plain. It was observed that sandy deposit was dristributed largely in coastward part and muddy deposit was distributed largely in landward part. The ratios of distribution distances of the above two deposits were, respectively, 60~75% and 25~40% of the whole invasion distance of the 2011 tsunami. The ratios of the above distribution distances of tsunami deposits could be used to estimate landward invasion distances of the past maga-tsunamies(e.g. '2,000year B.P. Mega-Tsunami' and 'Jogan Tsunami' etc.) in Sendai coastal plain. The mega-scale tsunami disasters were caused by the low and flat geomorphic condition in the Sendai coastal plain and the increasing effect of tsunami height affected by narrow inlet condition of the so-called Ria's coast in the Sanriku coastal area respectively. Tectonic subsidences caused by the mega-earthquake in march, 2011 were observed in many areas of Ishinomaki, Ogawa, Ogachi and Onagawa coasts in northeast Japan. The displacements of tectonic subsidence were between 0.5 meters and 1.0 meters.

Numerical Simulation of a Near shore Tsunami Using a Digital Wave Tank Simulation Technique (디지털 수치수조 기법에 의한 연안 Tsunami의 수치 시뮬레이션)

  • 박종천;전호환
    • Journal of Ocean Engineering and Technology
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    • v.17 no.6
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    • pp.7-15
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    • 2003
  • A Digital Wave Tank simulation technique, based on a finite-difference method and a modified marker-and-cell (MAC) algorithm, is applied in order to investigate the characteristics of nonlinear Tsunami propagations and their interactions with a 2D sloping beach, Ohkushiri Island, and to predict maximum wove run-up around the island. The Navier-Stokes (NS) and continuity equation are governed in the computational domain, and the boundary values are updated at each time step, by a finite-difference time-marching scheme in the frame of the rectangular coordinate system. The fully nonlinear, kinematic, free-surface condition is satisfied by the modified marker-density function technique. The near shore Tsunami is assumed to be a solitary wave, and is generated from the numerical wave-maker in the developed Digital Wave Tank. The simulation results are compared with the experiments and other numerical methods, based on the shallow-water wave theory.

Application of 3-D Numerical Wave Tank for Dynamic Analysis of Nonlinear Interaction between Tsunami and Vegetation (쓰나미-식생 비선형 상호작용의 동적해석을 위한 3차원 수치파동수조의 적용)

  • Lee, Woo-Dong;Hur, Dong-Soo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.5
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    • pp.831-838
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    • 2016
  • The disaster preventing system using vegetation has been growing in the field of coastal engineering in recent years. To analyze wave and flow fields under nonlinear interactions between tsunami and vegetation, the purpose of this study is to evaluate newly-developed 3-D numerical wave tank including energy dissipation by tsunami-vegetation interaction based on existing N-S solver with porous body model. Comparing numerical results using mean drag coefficient and dynamic drag coefficient due to Reynolds number to existing experimental results it is revealed that computed results considering the dynamic drag coefficient are in good agreement with the laboratory test results for time-domain waveform. In addition, the calculated transmission coefficients of solitary waves in various vegetation densities and incident wave heights are also in good agreement with the experimental values. This confirms the validity and effectiveness of the developed 3-D numerical wave tank with the fluid resistance by vegetation.

Proposal for Wind Wave Damage Cost Estimation at the Southern Coastal Zone based on Disaster Statistics (재해통계기반 남해연안지역 풍랑피해액예측함수 제안)

  • Choo, Tai-Ho;Yun, Gwan-Seon;Kwon, Yong-Been;Park, Sang-Jin;Kim, Seong-Ryul
    • The Journal of the Korea Contents Association
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    • v.17 no.4
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    • pp.267-274
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    • 2017
  • The natural disasters such as typhoon, earthquake, flood, heavy rain, drought, sweltering heat, wind wave, tsunami and so on, are difficult to estimate the scale of damage and spot. Also, these disasters were being damaged to human life. However, if based on the disaster statistics the past damage cases are analyzed and the estimated damages can be calculated, the initial damage action can be taken immediately and based on the estimated damage scale the damage can be mitigated. In the present study, therefore, we proposed the functions of wind wave damage estimation for the southern coast. The functions are developed based on Disaster Report('91~'14) for wind wave and typhoon disaster statistics, regional characteristics and observed sea weather.

Development for the function of Wind wave Damage Estimation at the Western Coastal Zone based on Disaster Statistics (재해통계기반 서해 연안지역의 풍랑피해예측함수 개발)

  • Choo, Tai Ho;Kwak, Kil Sin;Ahn, Si Hyung;Yang, Da Un;Son, Jong Keun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.2
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    • pp.14-22
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    • 2017
  • The frequency and scale of natural disasters due to the abnormal climate phenomena caused by global warming have being increasing all over the world. Various natural disasters, such as typhoons, earthquakes, floods, heavy rain, drought, sweltering heat, wind waves, tsunamis and so on, can cause damage to human life. Especially, the damage caused by natural disasters such as the Earthquake of Japan, hurricane Katrina in the United States, typhoon Maemi and so on, have been enormous. At this stage, it is difficult to estimate the scale of damage due to (future) natural disasters and cope with them. However, if we could predict the scale of damage at the disaster response level, the damage could be reduced by responding to them promptly. In the present study, therefore, among the many types of natural disaster, we developed a function to estimate the damage due to wind waves caused by sea winds and waves. We collected the damage records from the Disaster Report ('91~'14) published by the Ministry of Public Safety and Security about wind waves and typhoons in the western coastal zone and, in order to reflect the inflation rate, we converted the amount of damage each year into the equivalent amount in 2014. Finally, the meteorological data, such as the wave height, wind speed, tide level, wave direction, wave period and so on, were collected from the KMA (Korea Meteorological Administration) and KHOA (Korea Hydrographic and Oceanographic Agency)'s web sites, for the periods when wind wave and typhoon damage occurred. After that, the function used to estimate the wind wave damage was developed by reflecting the regional characteristics for the 9 areas of the western coastal zone.

Analysis of Crustal Deformation on the Korea Peninsula after the 2011 Tohoku Earthquake (한반도 지각의 2011 도호쿠 대지진 영향 분석)

  • Kim, Su-Kyung;Bae, Tae-Suk
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.30 no.1
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    • pp.87-96
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    • 2012
  • The U.S. Geological Survey (USGS) announced that an earthquake of 9.0 magnitude had occurred near the east coast of Japan on March 11, 2011, resulting in a displacement of the crust of about 2.4 meters. The Korean peninsula is located on the Eurasian tectonic plate that stretches out to Japan; therefore, there is a high possibility of being affected by an earthquake. The Korean GPS CORS network operated by the National Geographic Information Institute (NGII) was processed for ten days before and after the earthquake. Both static and kinematic baseline processing were tested for the determination of crustal deformation. The static baseline processing was performed in two scenarios: 1) fixing three IGS stations in China, Mongolia and Russia; 2) fixing SUWN, one of the CORS networks in Korea, in order to effectively verify crustal deformation. All data processing was carried out using Bernese V5.0. The test results show that most of the parts of the Korean peninsula have moved to the east, ranging 1.2 to 5.6 cm, compared to the final solution of the day before the earthquake. The stations, such as DOKD and ULLE that are established on the islands closer to the epicenter, have clearly moved the largest amounts. Furthermore, the station CHJU, located on the southwestern part of Korea, presents relatively small changes. The relative positioning between CORS confirms the fact that there were internal distortions of the Korean peninsula to some extent. In addition, the 30-second interval kinematic processing of CORS data gives an indication of earthquake signals with some delays depending on the distance from the epicenter.