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Current blockage in a numerical wave tank: 3D simulations of regular waves and current through a porous tower

机译:数字波箱中的电流阻塞:通过多孔塔的规则波和电流的3D模拟

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This paper introduces a new numerical approach for the estimation of the global hydrodynamic loads on space-frame offshore structures exposed to combined waves and current. We provide numerical evidence for reduced fluid loading on offshore structures - current blockage, which serves as an extension to the analytical, computational and experimental work of Taylor et al. (2013) and Santo et al. (2014a, 2014b). A full 3D free-surface turbulent flow is simulated for a porous tower in a numerical wave tank. This is intended to model waves and current through a jacket or compliant tower, both space-frame structures. Comparisons are made between the numerical simulations and experiments conducted by Allender and Petrauskas (1987) on a scale-model jacket structure from the Gulf of Mexico, and the current blockage model presented previously in Taylor et al. (2013). Three different flows are simulated: steady current, regular waves with no current and regular waves with an in-line current. Overall, good agreement in terms of peak total forces is achieved, showing that the force reduction on such structures due to current blockage effects is real and significant. Additional information on force time history and flow visualisation are presented from the numerical simulations. Flow visualisation for waves and current reveals that the form of the global mean wake is simple at the structure but becomes complex well downstream. The simple form of the flow at the tower is responsible for the global force reduction being predictable using a modified version of the Morison equation (Morison et al., 1950). This paper also demonstrates the novel use of a porous tower as a simple representation for the complex geometry of real space-frame structures when exposed to combined large waves and significant in-line current, an approach which could be considered for possible incorporation into offshore design practice. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文介绍了一种新的数值方法,用于估算暴露于波浪和水流的空间框架海上结构上的整体水动力载荷。我们提供了减少海上结构上的流体载荷的数值证据-当前阻塞,这是Taylor等人的分析,计算和实验工作的延伸。 (2013)和Santo等人。 (2014a,2014b)。针对数值波箱中的多孔塔,模拟了完整的3D自由表面湍流。这旨在对通过两种空间框架结构的护套或柔性塔的波浪和电流进行建模。由Allender和Petrauskas(1987)在墨西哥湾的比例模型外套结构上进行的数值模拟与实验之间的比较,和以前在Taylor等人中提出的当前阻塞模型之间进行了比较。 (2013)。模拟了三种不同的流量:稳定电流,无电流的规则波和在线电流的规则波。总体而言,在峰值总力方面达到了良好的一致性,表明由于当前的阻塞效应,此类结构上的力减小是真实且显着的。数值模拟显示了有关力时间历史和流动可视化的其他信息。波浪和水流的流动可视化显示,整体平均尾迹的形式在结构上很简单,但在下游变得复杂。塔架上流动的简单形式是整体力减小的原因,这可以通过使用莫里森方程的修正版本来预测(Morison等,1950)。本文还展示了新颖的多孔塔结构,当暴露于组合的大波浪和大量的直列海流中时,可作为真实空间框架结构的复杂几何形状的简单表示形式,可以考虑将这种方法纳入海上设计中实践。 (C)2015 Elsevier Ltd.保留所有权利。

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