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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >STABILITY ANALYSIS OF RUBBLE-MOUND BREAKWATERS UNDER TSUNAMI FIRST IMPACT AND OVERFLOW
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STABILITY ANALYSIS OF RUBBLE-MOUND BREAKWATERS UNDER TSUNAMI FIRST IMPACT AND OVERFLOW

机译:海啸第一冲击和溢流下的碎石防波堤稳定性分析

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Tsunamis are relatively infrequent but very destructive phenomena that can cause devastating consequences on coastal areas. In view of recent tragic episodes, the scientific community is strengthening their efforts to develop strategies to mitigate the risk of tsunami consequences, specially focused on the potentially affected areas. One of the strategies in this direction is the design and construction of more efficient coastal structures. In this way, in the frame of the EU FP7 project ASTARTE physical experiments on rubble-mound breakwaters (RMB) under tsunami wave attack have been carried out in the IH Cantabria facilities in Santander, Spain. These experiments focused on gaining a better understanding of tsunami impacts on this kind of structures. Improving the knowledge about their stability and hydrodynamics will contribute to a better design of coastal protection marine structures.
机译:海啸相对少见,但具有破坏性,可对沿海地区造成毁灭性后果。鉴于最近发生的悲剧性事件,科学界正在加紧努力,以制定战略来减轻海啸后果的风险,特别是针对可能受到影响的地区。这个方向的策略之一是设计和建造更高效的沿海建筑。这样,在欧盟FP7项目的框架内,已在西班牙桑坦德的IH Cantabria设施中对海啸袭击下的瓦砾防波堤(RMB)进行了ASTARTE物理实验。这些实验着重于更好地了解海啸对这种结构的影响。增进对它们的稳定性和流体动力学的了解将有助于更好地设计海岸保护海洋结构。

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