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Response of a monopile substructure due to breaking wave impacts

机译:由于断波撞击引起的纪式子结构的响应

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Offshore Wind Turbines (OWT) are very attractive structures for renewable energy production for several obvious reasons such as stronger wind speeds and cleaner energy production. Among the two variants of the OWT's, namely, fixed and floating configurations, the former can be considered as an optimal solution considering the trade-off between factors such as economics, proximity to land and efficiency. The motivation is to get a deeper understanding of the interaction of steep waves with a bottom fixed vertical slender cylinder by performing lab experiments. In Intermediate waters, one of the primary factors governs the design of a fixed OWT substructure is hydrodynamic loads acting on it due to breaking waves. The main objective of the study is to investigate experimentally wave impact forces and accelerations on a fixed OWT substructure subjected to steep waves. Laboratory experiments are conducted in a 30m long, 2m wide and 1.8m deep wave flume, at Department of Ocean Engineering, Indian Institute of Technology Madras, India. The generation of steep waves is accomplished by constructive interference (Chan & Melville, 1989) of wave components. Following the simulation procedure, the desired signal to the wave maker was computed by combining 28 sinusoidal wave components within the frequency range from 0.42Hz to 1.10Hz. The cylinder model is made of acrylic material of 0.2m diameter, 0.005m thickness and length of 1.3m. The cylinder is placed at the center of 2m wide flume and it is fixed firmly to the flume bottom by using the rigid frame. The top side of the model is kept free. In the present experiments, the measurements are recorded at the fixed cylinder location (7.8m from the wave maker) for different intensities of steep waves. Different intensities of steep waves are achieved by adjusting the gain (G) factor. Accelerations of the structure were measured by using accelerometer for different intensities of steep waves at focused location 7.8m from the wavemaker. Accelerations on a bottom fixed vertical slender cylinder which resembles a monopile substructure for OWT are measured at higher resolution.
机译:离岸风力涡轮机(OWT)对于可再生能源生产的结构非常有吸引力,有几种明显的原因,如风速和更清洁的能源生产。在OWT的两个变体中,即固定和浮动配置中,前者可以被认为是考虑到经济学等因素之间的权衡的最佳解决方案,邻近土地和效率。动机是通过执行实验室实验来获得对陡峭的波与底部固定垂直细长气缸的相互作用的更深理解。在中间水域中,其中一个主要因素治理了一个固定的猫头鹰子结构的设计是由于破碎波而作用的流体动力载荷。该研究的主要目的是调查在经过陡峭波的固定OWT子结构上的实验波撞击力和加速度。实验室实验是在印度印度的印度理工学院的海洋工程系中30米长,2米宽和1.8米的深波浪水槽进行。陡波的产生是通过波部件的建设性干扰(Chan&Melville,1989)来实现的。在仿真过程之后,通过将频率范围内的28个正弦波分量与0.42Hz至1.10Hz组合来计算到波形制造商的所需信号。气缸型号由直径0.2米,厚度0.005米的丙烯酸材料制成,长度为1.3米。圆筒放置在2m宽的水槽的中心,通过使用刚性框架将其牢固地固定到水槽底部。模型的顶部保持自由。在本实验中,测量记录在固定气缸位置(来自波浪制造机7.8米)以进行陡峭波的不同强度。通过调整增益(g)因子来实现陡波的不同强度。通过使用加速度计来测量结构的加速度,用于从波浪制造商处的聚焦位置7.8m处的陡峭波的不同强度测量。在较高的分辨率下测量类似于OWT的单opile子结构的底部固定垂直细长气缸的加速度。

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