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Research on numerical method of flow-induced vibration on spiral casing structure of large-scale hydropower station

机译:大尺寸水电站螺旋套管结构流动振动数值方法研究

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The water flow in turbine flow passage is one of the prime reasons that lead to the vibration of the spiral casing structure of large-scale hydropower station, and the fluid-structure interaction of the spiral casing structure is very complex. In this study, a numerical method it presented, which could simulate the vibration of spiral casing structure that caused by the water flow in turbine flow passage. The numerical simulation of 3-D unsteady turbulent flow through the flow passage of turbine model is accomplished by solving the N-S equations, and the flow fields of flow passage and dynamic water pressure on boundary are obtained. At the same time, the three-dimension finite element dynamic model of solid structure is established, which contain steel liner and concrete surrounding the spiral case. And then, the three-dimensional instantaneous analysis of solid are proceeded as well as the dynamic water pressure transfer real-time by user interface program on interface at which the fluid interacts with solid. The one-way coupling analysis between fluid and solid structure is realized, through which the stress field and displacement field of solid induced by water flow are obtained. At last, a case study of a spiral casing structure which located in a hydropower station in Yunnan Province is presented.
机译:在涡轮流动通道中的水流量是的首要原因,导致大型电站的蜗壳结构的振动之一,并且所述螺旋壳体结构的流体 - 结构交互是很复杂的。在这项研究中,数值方法它呈现,这可能模拟这种由在涡轮流路的水流蜗壳结构的振动。通过涡轮机模型的流动通道3-d不稳定湍流的数值模拟是通过求解N-S方程来完成,并得到流路和上边界动水压力的流场。与此同时,固体结构的三维有限元动态模型被建立,其含有钢衬和混凝土蜗壳外围。然后,固体三维瞬时分析被进行以及对接口的动态水压转印实时通过用户界面程序在其中流体与相互作用固体。流体和固体结构之间的单向耦合分析得以实现,通过其获得的应力场和的固体通过水流动引起的位移场。最后,它位于云南省水电站一蜗壳结构的情况下研究被呈现。

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