The effects of surge motion on the dynamics and wake characteristics of a floating tidal stream turbine under free surface condition

被引:19
|
作者
Peng, Bin [1 ]
Zhang, Yuquan [2 ]
Zheng, Yuan [2 ]
Wang, Risheng [3 ]
Fernandez-Rodriguez, Emmanuel [4 ]
Tang, Qinghong [2 ]
Zhang, Zhi [1 ]
Zang, Wei [1 ]
机构
[1] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
[2] Hohai Univ, Coll Energy & Elect Engn, Nanjing 210098, Peoples R China
[3] Shandong Jiaotong Univ, Coll Civil Engn, Jinan 250357, Peoples R China
[4] Technol Inst Merida, Technol Ave, Merida 97118, Mexico
基金
中国国家自然科学基金;
关键词
Tidal stream turbine; Floating support structures; Surge motion; Unsteady operation; HYDRODYNAMICS PERFORMANCE; RESOURCE ASSESSMENT; ENERGY RESOURCE; PLATFORM; POWER;
D O I
10.1016/j.enconman.2022.115816
中图分类号
O414.1 [热力学];
学科分类号
摘要
In this paper, a Computational Fluid Dynamics (CFD) code is used to investigate the tidal stream turbine performance under free surface condition and with surge motion: amplitudes of 1/24-1/4 rotor diameter and period of 3-12 s. The CFD model is evaluated against experiments of a piled turbine in a circulating flume, providing a difference of only 1.46% at rated TSR. The unsteady power and thrust follow the sum of a constant (similar to steady), velocity-induced, and acceleration-induced terms. In all tests, the damping term for the power response is approximately 3 times the steady power coefficient (Cp similar to 0.33), whilst for the thrust, 1.6 times the steady thrust coefficient (Cz similar to 0.77). Ignoring the small acceleration-induced coefficient leads to negligible simulation errors. Taken together, augmenting the surge amplitude and frequency increases the time-averaged and fluctuation of the power and thrust coefficient. Significant high- and low-pressure areas form around the blade edges, in function of the resultant velocity (sum of induced and inflow term), promoting peak and cavitation effects. From the ecological perspective, the induced-velocity develops a toroidal vortex near the wake, then mixes with the hub and tip vortexes, and propagates streamwisely toward the free surface. This effect is more pronounced with the surge amplitude rather than period, thereby exacerbating the wake deficit, and the wake structure is more sensitive to the variation of surge period so the restriction on the oscillation frequency should be considered as a priority in the designing phase. In the future, it will be important to explore the effects of blockage and depth immersion to assess extreme functioning and cavitation effects.
引用
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页数:14
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