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首页> 外文期刊>Pure and Applied Geophysics >Delayed Survey of the 2011 Tohoku Tsunami in the Former Exclusion Zone in Minami-Soma, Fukushima Prefecture
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Delayed Survey of the 2011 Tohoku Tsunami in the Former Exclusion Zone in Minami-Soma, Fukushima Prefecture

机译:福岛县南相马市旧禁区2011年东北海啸的延迟调查

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Post-tsunami field surveys in the Minami-Soma exclusion zone in the Fukushima Prefecture were delayed for 15 months after the 2011 Tohoku tsunami. The area was subject to access restrictions until June 2012 due to high radiation levels caused by the meltdown at the Fukushima Dai-ichi Nuclear Power Plant. The distribution of the measured tsunami heights is presented in combination with observed infrastructure damage. The enhanced tsunami heights in the areas along the shoreline are attributed to wave reflection, funneling and splash-up at cliffs and seawalls, as well as the increased flow resistance as the tsunami plowed through coastal pine-tree forests. Consequently, large tsunami heights exceeding 10 m were limited to areas within 500 m from the shoreline. Onshore profiles of the maximum inundation levels were dependent on inland topography: tsunami heights increased inland in steep V-shaped valleys, while decaying with inundation distance along flat coastal plains. Tsunami flood levels in the coastal plains are affected by the extent of seawall damage: coastal flood levels are higher behind completely destroyed seawalls than behind partially damaged coastal defenses. Remnant seawalls provided valuable lessons to be implemented in future designs of tenacious structures based on the Japanese concept of 'nebari' representing resiliency to endure tsunami overflow as the original design height is exceeded.
机译:2011年东北海啸后,福岛县南相马禁区的海啸后实地调查推迟了15个月。由于福岛第一核电站的融化导致高辐射水平,该地区一直受到访问限制,直到2012年6月。结合观测到的基础设施破坏,给出了所测海啸高度的分布。沿海岸线地区海啸高度的增加归因于波浪反射,漏斗和悬崖和海堤的飞溅,以及海啸从沿海松树林中犁过时流阻的增加。因此,超过10 m的海啸高度仅限于距海岸线500 m以内的区域。最大淹没水平的陆上剖面取决于内陆地形:海啸高度在陡峭的V形山谷内陆增加,而随着沿平坦沿海平原的淹没距离而衰减。沿海平原的海啸洪水位受海堤破坏程度的影响:在完全破坏的海堤后,沿海洪灾的水位要比在部分破坏的沿海防御工事下的海啸高。残余的海堤提供了宝贵的经验教训,可根据日本的“ nebari”概念在未来的坚固结构设计中实施,这些概念代表了当超出原始设计高度时能抵御海啸溢出的能力。

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