浮式海上风力涡轮机混合模型试验

M. Thys, A. Fontanella, F. Taruffi, M. Belloli, Petter A. Berthelsen
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引用次数: 6

摘要

多年来,海上结构的模型测试一直是标准做法,经常在指南中被推荐,并在认证规则中被要求。模型测试的标准目标是最终概念验证,建议尽可能接近系统模型,以及数字代码校准。浮式海上风力发电机的模型试验非常复杂,因为其响应依赖于气动-液压-伺服-弹性系统,而且在具有正确比例的水动力、气动和惯性载荷的水动力设施中进行模型试验也很困难。主要的限制是由于弗劳德-雷诺兹尺度不相容和风的产生。解决这些问题的一种方法是使用混合测试,将系统分为数值子结构和物理子结构,并相互实时交互。根据模型测试的目的,可以将FOWT物理模型的一部分放置在风洞或海洋盆地中,在那里对系统的其余部分进行模拟。在EU H2020 LIFES50+项目中,在米兰理工大学的风洞以及SINTEF ocean的海洋盆地中进行了混合模型测试。在风洞中进行了模型试验,在6DOF位置控制作动器顶部放置了一个物理风力机,同时实时模拟了支撑结构的水动力载荷和运动。在海盆试验中,采用带塔的物理浮子进行波浪和水流作用试验,同时采用力致动系统对模型施加模拟转子载荷。对两种设备的测试进行了比较,并讨论了如何以最佳方式组合测试方法的建议。
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Hybrid Model Tests for Floating Offshore Wind Turbines
Model testing of offshore structures has been standard practice over the years and is often recommended in guidelines and required in certification rules. The standard objectives for model testing are final concept verification, where it is recommended to model the system as closely as possible, and numerical code calibration. Model testing of floating offshore wind turbines is complex due to the response depending on the aero-hydro-servo-elastic system, but also due to difficulties to perform model tests in a hydrodynamic facility with correctly scaled hydrodynamic, aerodynamic and inertial loads. The main limitations are due to the Froude-Reynolds scaling incompatibility, and the wind generation. An approach to solve these issues is by use of hybrid testing where the system is divided in a numerical and a physical substructure, interacting in real-time with each other. Depending on the objectives of the model tests, parts of a physical model of a FOWT can then be placed in a wind tunnel or an ocean basin, where the rest of the system is simulated. In the EU H2020 LIFES50+ project, hybrid model tests were performed in the wind tunnel at Politecnico di Milano, as well as in the ocean basin at SINTEF Ocean. The model tests in the wind tunnel were performed with a physical wind turbine positioned on top of a 6DOF position-controlled actuator, while the hydrodynamic loads and the motions of the support structure were simulated in real-time. For the tests in the ocean basin, a physical floater with tower subject to waves and current was used, while the simulated rotor loads were applied on the model by use of a force actuation system. The tests in both facilities are compared and recommendations on how to combine testing methodologies in an optimal way are discussed.
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