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

机译:大型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:涡轮流动通道中的水流是导致大型水电站螺旋壳结构的振动的主要原因之一,螺旋壳结构的流体结构相互作用非常复杂。在该研究中,提出了一种数值方法,其可以模拟由涡轮流动通道中的水流引起的螺旋壳体结构的振动。通过求解N-S等式完成通过涡轮机模型的流动通道的3-D不稳定湍流的数值模拟,并且获得了流动通道的流动场和边界上的动态水压。同时,建立了三维有限元动态模型,其含有螺旋壳周围的钢结构和混凝土。然后,进行固体的三维瞬时分析以及通过界面上的用户界面程序实时进行动态水压转移,流体与固体相互作用。实现了流体和固体结构之间的单向耦合分析,获得了通过水流引起的固体的应力场和位移场通过该单向耦合分析。最后,提出了一种位于云南省水电站的螺旋套管结构的案例研究。

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