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D5.10 - Interaction of the tsunami with the seabed. Implications for wind farms, aquaculture, coastal ecosystems and marine protected areas.

机译:D5.10 - 海啸与海底的相互作用。对风电场,水产养殖,沿海生态系统和海洋保护区的影响。

摘要

In Chapter 1, a fully-coupled (hydrodynamic and morphologic) numerical model is presented, and utilized for the simulation of tsunami-induced scour around a monopile structure, representative of those commonly utilized as offshore wind turbine foundations at moderate depths i.e. for depths O(30 m). The model is based on solutions to Reynolds-averaged Navier-Stokes equations, coupled with two-equation k-ω turbulence closure, with additional bed and suspended load descriptions forming the basis for sea bed morphology. The model is first validated for flow, bed shear stresses, and scour within a steady current, where a generally excellent match with experimentally-based results is found. A methodology for maintaining and assessing hydrodynamic and morphologic similarity between field and (laboratory) model-scale tsunami events is then presented, combining diameter-based Froude number similarity with that based on the dimensionless wave boundary layer thickness-to-monopile diameter ratio. This methodology is utilized directly in the selection of governing tsunami wave parameters (i.e. velocity magnitude and period) used for subsequent simulation within the numerical model. The flow, sediment transport, and scour processes beneath three tsunami waves are simulated in succession. These illustrate a generally accumulative scour process i.e. a relatively rapid scour induced by the leading wave, with an additional buildup of the scour depth during additional trailing waves. The resulting scour seems to approach an equilibrium value after sufficient time duration, which corresponds reasonably to that predicted by existing steady-current scour depth, after invoking a boundary layer thickness based on the unsteady tsunami wave, i.e. it is important to incorporate both current-like, as well as wave-like aspects of the long tsunami event. Based on the simulated results, a simple methodology for predicting the scour depth in engineering practice is finally developed. This methodology is demonstrated to match the predicted maximum scour for all of the simulated flows considered i.e. ranging from the series of transient tsunami waves to the steady-current limit. In Chapter 2, the aim is to provide an overview on the tsunami impacts on aquaculture rather than presenting a comprehensive review on the status and trends in aquaculture development. [For such a comprehensive review the reader is referred to the FAO (Food and Agriculture organization of the United Nations) report titled “The State of the World Fisheries and Aquaculture” released in May 2014.] For this purpose, we first briefly provide and introductory summary on aquaculture. This is followed by the section “Vulnerability of Fisheries and Aquaculture Systems” where the main focus is the vulnerability to tsunamis. Next, tsunami Impacts on aquaculture are exemplified based on the major tsunami events that occurred since 2000s. Later, specific case studies highlighting different aspects in aquaculture design are illustrated in the section “Engineering Design of Aquaculture Systems”. In Chapter 3, tsunami impact on coastal ecosystems is investigated. Ecosystems along the coast of Portugal are considered and a detailed numerical modelling of tsunami impact is performed for the Ria Formosa lagoon (an important ecosystem located in the southern coast of Portugal). The tsunami modelling is carried out using a validated non-linear shallow water numerical code. A high resolution digital elevation model (50m-resolution) of the zone of interest is used to properly simulate the tsunami hazard. The active earthquake sources of the southwest Iberia Margin (SWIM) region represent the tsunamigenic scenarios in this study. Tsunami impact at the Ria Formosa lagoon is assessed through deriving near-shore tsunami wave heights, inundations, and flow velocities. Numerical results show that the Ria Formosa lagoon can suffer powerful tsunami impact due to the occurrence of a tsunami event in the SWIM region.
机译:在第1章中,提出了一个全耦合(流体动力学和形态学)数值模型,并将其用于模拟单桩结构周围海啸引起的冲刷,代表了通常用作中等深度(即深度< O(30 m)。该模型基于雷诺平均Navier-Stokes方程的解,加上两个方程的k-ω湍流闭塞,附加的床和悬浮载荷描述构成了海床形态的基础。首先对模型进行流,床剪应力和稳定电流冲刷的验证,在该模型中发现通常与基于实验的结果非常匹配。然后提出了一种方法,该方法结合了基于直径的Froude数相似度与基于无量纲波边界层厚度与单眼径比的方法,来维护和评估现场和(实验室)模型级海啸事件之间的水动力和形态相似性。该方法直接用于控制海啸波参数(即速度大小和周期)的选择,这些参数用于数值模型内的后续模拟。连续模拟了三个海啸波下的水流,泥沙输送和冲刷过程。这些说明了通常的累积冲刷过程,即由前导波引起的相对较快的冲刷过程,并且在附加的尾随波中还增加了冲刷深度。在基于非稳定海啸波调用边界层厚度之后,经过足够长的持续时间后,所产生的冲刷似乎接近平衡值,该值合理地对应于现有的恒定电流冲刷深度所预测的值。以及长期海啸事件中类似波浪的方面。基于模拟结果,最终开发了一种简单的方法来预测工程实践中的冲刷深度。该方法论被证明与考虑的所有模拟流量都匹配预测的最大冲刷量,即从一系列海啸波到稳定电流极限。在第二章中,目的是概述海啸对水产养殖的影响,而不是对水产养殖发展的现状和趋势进行全面的回顾。 [为进行全面审查,请读者参阅2014年5月发布的联合国粮农组织(联合国粮食及农业组织)题为“世界渔业和水产养殖状况”的报告。]为此,我们首先简要提供关于水产养殖的简介。接下来是“渔业和水产养殖系统的脆弱性”部分,其主要重点是海啸的脆弱性。接下来,根据2000年代以来发生的主要海啸事件,举例说明海啸对水产养殖的影响。随后,在“水产养殖系统工程设计”部分中说明了突出水产养殖设计不同方面的具体案例研究。在第三章中,研究了海啸对沿海生态系统的影响。考虑了葡萄牙沿海的生态系统,并对Ria Formosa泻湖(位于葡萄牙南部沿海的重要生态系统)进行了详细的海啸影响数值模拟。使用经过验证的非线性浅水数值代码进行海啸建模。感兴趣区域的高分辨率数字高程模型(50m分辨率)用于正确模拟海啸危害。西南伊比利亚边缘地区(SWIM)地区的活跃地震源代表了本研究中的海啸场景。通过推导出近岸海啸的波高,淹没度和流速来评估Ria Formosa泻湖的海啸影响。数值结果表明,由于SWIM地区发生海啸事件,福尔摩沙泻湖可能遭受强烈的海啸影响。

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