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首页> 外文期刊>Water resources research >Future Risks of Tsunami-Induced Seawater Intrusion Into Unconfined Coastal Aquifers: Insights From Numerical Simulations at Niijima Island, Japan
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Future Risks of Tsunami-Induced Seawater Intrusion Into Unconfined Coastal Aquifers: Insights From Numerical Simulations at Niijima Island, Japan

机译:海啸引起的海水侵入无边际含水层的未来风险:日本新岛岛的数值模拟

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摘要

Tsunami-induced seawater inundation causes vertical seawater infiltration into coastal aquifers and induces unexpected salinization of fresh groundwater resources. Assessing future risks of seawater intrusion in tsunami-prone areas can provide essential information supporting disaster preparedness. In this study, we investigated seawater intrusion and aquifer recovery processes under the future Nankai earthquake and tsunami scenarios at Niijima Island, Japan. A groundwater model with a 2-D vertical cross section was developed to solve variable-density flow and salt transport in unsaturated-saturated media using the numerical code, FEFLOW. Our simulation results indicate that the unsaturated zone behaves as an initial storage of the infiltrated seawater and controls the maximum amount of seawater infiltration during the anticipated tsunami inundation. The bedrock structures affect the direction of seawater movement in the saturated zone and the flushing time of the polluted aquifer. Our analysis suggests that the tsunami inundation height, the rainfall recharge rate, and hydraulic conductivity are the primary sources of uncertainties in the simulation results. These findings have implications for other tsunami-prone zones with respect to the understanding of the relevant physical processes and model uncertainties.
机译:海啸引起的海水泛滥导致海水垂直渗入沿海含水层,并导致新鲜地下水的盐碱化。评估海啸多发地区未来海水入侵的风险可以提供支持备灾的基本信息。在这项研究中,我们调查了日本新岛岛未来南海地震和海啸情景下的海水入侵和含水层恢复过程。开发了具有二维垂直横截面的地下水模型,以使用数字代码FEFLOW解决非饱和饱和介质中的可变密度流和盐分迁移。我们的模拟结果表明,不饱和带表现为渗透海水的初始存储,并控制了预期海啸泛滥期间海水的最大渗透量。基岩结构影响着海水在饱和区的运动方向和受污染含水层的冲洗时间。我们的分析表明,海啸淹没高度,降雨补给率和水力传导率是模拟结果不确定性的主要来源。在了解相关物理过程和模型不确定性方面,这些发现对其他海啸易发区具有影响。

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