局部风场对圆柱破碎波力影响的初步实验研究

J. Kristoffersen, H. Bredmose, C. Georgakis, L. Tao
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引用次数: 3

摘要

通过在纽卡斯尔大学的波浪-风-流水槽中进行的一系列试验,评估了风对柔性圆柱体波浪诱导载荷的空间局部影响。这些试验的动机来自于其他实验和数值研究,这些研究表明,在陡峭波浪的背风侧,气流分离会导致增加的风能传递,这可能表明脉冲波浪载荷的增加。这些波以聚焦波的形式产生,造成一个俯冲的破浪,从而产生脉冲波负荷。试验模型配备了测量连接载荷的称重传感器。由于圆柱体的柔韧性,测得的力响应显示出负载的振荡和动态放大。比较了在有风和无风条件下的最大力响应。另一个用于比较的度量是局部脉冲和短暂脉冲,它们负责放大。这个脉冲载荷是通过称重传感器和加速度测量来估计的。在本研究的试验中,虽然存在较大的散射,但在某些情况下,在破碎波上引入风确实会导致脉冲负载峰值的轻微增加,从而导致负载响应。需要进一步的调查来证实这种影响。当风存在时,自由地表高程的时间序列存在一些差异,但地表高程最大值变化不明显,坡度变化很小,这不能作为荷载差异的依据。
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Preliminary Experimental Study on the Influence of the Local Wind Field on Forces From Breaking Waves on a Circular Cylinder
The spatial localized influence of wind on wave induced load on a flexible cylinder has been assessed throughout a test series conducted in a wave-wind-current flume at Newcastle University. The tests are motivated from other experimental and numerical investigations showing air flow separation on the leeward side of steep waves that can lead to added wind energy transfer, which could suggest an increase in the impulsive wave loading. The waves are generated as focused waves, resulting in a plunging breaker, leading to an impulsive wave load. The test model was equipped with a load cell measuring the connection load. Due to the flexibility of the cylinder, the measured force response shows oscillations and dynamic amplification of the load. The maxima of the force responses are compared for the tests with and without wind. Another measure for comparison is the local and short-lived impulse, which is responsible for the amplification. This impulsive load is estimated from the load cell and acceleration measurements. For the tests in this study, the introduction of wind over the breaking waves does for some cases lead to a slight increase in the peak of the impulsive load and thereby the load response, although large scattering is present. Further investigations are needed to verify this effect. Some differences in the time series of the free surface elevation are observed when wind is present, but the maximum of the surface elevation does not change notably, and the slope is only minimally changed, meaning that this should not give basis for the differences in the loads.
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