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Current blockage in sheared flow: Experiments and numerical modelling of regular waves and strongly sheared current through a space-frame structure

机译:剪切流中的电流阻塞:规则波和通过空间框架结构的强剪切电流的实验和数值模拟

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摘要

Space-frame structures supporting marine renewable energy machines such as offshore wind turbinesare exposed to complex hydrodynamic forces resulting from the coexistence of waves and currents.Previous investigations on the interaction of such a structure acting as an obstacle array with regularwaves and in-line uniform current reported a reduced fluid loading due to current blockage.This paper documents laboratory-scale experimental evidence for reduced fluid loading on a trussstructure exposed to regular waves with in-line sheared current in shallow water. Strongly shearedcurrent of different speeds is generated and profiled using purposely-built wire resistance arrays ina wave-current flume, and a range of regular waves are created using a piston-type wavemaker. Theglobal hydrodynamic force time history on a truss structure is measured for a range of sheared currentspeeds and regular wave heights. For all test cases, two loading configurations are considered,with the truss positioned end-on and diagonal to the incident flow direction. Comparisons are madewith the analytical current blockage model for steady uniform current by Taylor (1991) and Tayloret al. (2013), and with the numerical simulations conducted in OpenFOAM using a porous towermodel following the approach by Santo et al. (2015a). Under the same input condition, the diagonalloading configuration is observed to attract higher forces and therefore the orientation of thestructure plays an important role when assessing the survivability of such structures. Overall, goodagreement in terms of the peak forces and the shapes of force time histories is achieved for all cases with an inline current, all with a single and consistent value for each of the local Morison drag andinertia coefficients (here Cd ∼ 2.1 and Cm ∼ 2), with the coefficients defined in terms of the overallstructure. In contrast, predictions using the present API recommendation with the same Cd andCm result in force overpredictions for all cases of regular waves with in-line current. For steadysheared current flow through a porous tower, apart from the dominant lateral flow divergence,numerical flow visualisation reveals the existence of vertical flow interaction in the porous tower.This is attributed to the non-uniform loading with water depth and was not observed previouslyfor uniform current flow. This study provides the first experimental validation and justification forthe use of a simple porous block in representing a complex geometry of real space-frame structureswhen exposed to combined large regular waves and in-line current.
机译:支撑海洋可再生能源机器(例如海上风力涡轮机)的空间框架结构由于波浪和水流的共同作用而暴露于复杂的水动力中,以前对这种结构作为障碍波与规则波和在线均匀电流相互作用的研究据报道,由于电流阻塞,流体负荷减少了。本文记录了实验室规模的实验证据,证明了在浅水中用直列剪切电流暴露于规则波的桁架结构上的流体负荷减少了。使用特制的线电阻阵列在波状电流槽中生成并分析不同速度的强剪切电流,并使用活塞式波状产生器产生一定范围的规则波。针对一系列剪切电流速度和规则波高,测量了桁架结构上的整体水动力时间历史。对于所有测试用例,都考虑了两种加载配置,其桁架末端定位且与入射流方向成对角线。 Taylor(1991)和Tayloret等人使用分析型电流阻塞模型对稳定的均匀电流进行了比较。 (2013年),并按照Santo等人的方法,使用多孔塔模型在OpenFOAM中进行了数值模拟。 (2015a)。在相同的输入条件下,观察到对角加载配置会吸引更大的力,因此,在评估此类结构的生存能力时,结构的方向起着重要的作用。总的来说,在所有情况下,在串联电流的情况下,在峰值力和力时间历程的形状方面都达成了良好的协议,并且对于每个局部莫里森阻力和惯性系数(此处Cd〜2.1和Cm〜 2),根据整体结构定义系数。相比之下,使用具有相同Cd和Cm的当前API建议进行的预测会导致所有带有在线电流的规则波情况的力过高预测。对于流过多孔塔的稳定剪切电流,除了主要的横向流散度外,数值流化显示揭示了多孔塔中存在垂直流相互作用,这归因于水深的不均匀载荷,以前没有观察到均匀电流。这项研究提供了第一个实验验证和证明,即当暴露于组合的大规则波和在线电流中时,使用简单的多孔块表示真实空间框架结构的复杂几何形状。

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