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Deterministic approach for multiple-source tsunami hazard assessment for Sines, Portugal

机译:葡萄牙穗多次源海啸危害评估的确定性方法

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In this paper, we present a deterministic approach to tsunami hazard assessment for the city and harbour of Sines, Portugal, one of the test sites of project ASTARTE (Assessment, STrategy And Risk Reduction for Tsunamis in Europe). Sines has one of the most important deep-water ports, which has oil-bearing, petrochemical, liquid-bulk, coal, and container terminals. The port and its industrial infrastructures face the ocean southwest towards the main seismogenic sources. This work considers two different seismic zones: the Southwest Iberian Margin and the Gloria Fault. Within these two regions, we selected a total of six scenarios to assess the tsunami impact at the test site. The tsunami simulations are computed using NSWING, a Non-linear Shallow Water model wIth Nested Grids. In this study, the static effect of tides is analysed for three different tidal stages: MLLW (mean lower low water), MSL (mean sea level), and MHHW (mean higher high water). For each scenario, the tsunami hazard is described by maximum values of wave height, flow depth, drawback, maximum inundation area and run-up. Synthetic waveforms are computed at virtual tide gauges at specific locations outside and inside the harbour. The final results describe the impact at the Sines test site considering the single scenarios at mean sea level, the aggregate scenario, and the influence of the tide on the aggregate scenario. The results confirm the composite source of Horseshoe and Marques de Pombal faults as the worst-case scenario, with wave heights of over 10 m, which reach the coast approximately 22 min after the rupture. It dominates the aggregate scenario by about 60 % of the impact area at the test site, considering maximum wave height and maximum flow depth. The HSMPF scenario inundates a total area of 3.5 km2.
机译:在本文中,我们提出了一个确定性方法,对葡萄牙的城市和葡萄牙港口港口评估的决定性方法,项目Astarte的测试网站之一(欧洲海啸的评估,战略和风险降低)。凸丝拥有最重要的深水港口之一,具有含油,石化,液体散装,煤炭和集装箱码头。港口及其产业基础设施面临西南海洋朝向主要的地震源。这项工作考虑了两种不同的地震区:西南伊伯利亚边缘和格洛丽亚故障。在这两个地区内,我们选择了共有六种场景来评估测试网站的海啸影响。使用NSWING计算海啸仿真,具有嵌套网格的非线性浅水模型。在这项研究中,分析了潮汐的静态效果3种不同的潮汐阶段:MLLW(平均低水),MSL(平均海平面)和MHHW(平均高水)。对于每个场景,通过波浪高度,流量深度,缺点,最大淹没区域和升起的最大值来描述海啸危险。合成波形在港口外部和内部的特定位置计算的虚拟潮汐仪。最终结果描述了考虑到平均海平面,总方案和潮汐对汇总场景的单一情景的单一情景的影响。结果证实了马蹄铁和Marques de Pombal断层的复合源作为最坏情况的情况,波浪高达10米,在破裂后大约22分钟到达海岸。考虑到最大波浪高度和最大流量深度,它将聚合场景大致约60±60 %的影响区域。 HSMPF方案卷入3.5 km2的总面积。

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