扩散段垂向扩张方式对进/出水口水力特性影响研究

    Study on the effect of vertical expansion mode of diffusion section on hydraulic characteristics of inlet/outlet

    • 摘要: 扩散段作为侧式进/出水口的重要组成部分,在抽水蓄能电站的双向流动中发挥着至关重要的作用,然而目前关于扩散段垂向扩张方式对进/出水口水力特性的影响尚不清晰。本文通过数值模拟方法研究扩散段垂向不同扩张方式对进/出水口双向过流条件下水力特性的影响,旨在明晰扩散段垂向扩张方式对进/出水口内部各项水力特性的影响程度,给出不同来流条件下扩散段垂向扩张方式选择依据,填补有关设计规范的空白。结果表明:出流条件下扩散段垂向扩张方式为顶底板双向对称扩张时扩散段流态较好,拦污栅断面流速分布最为均匀,中边孔流速不均匀系数分别为1.870和1.655,扩散段内部中孔整体紊动能最小,拦污栅断面紊动强度最小,中边孔紊动强度最大值分别为0.41和0.29;进流条件下扩散段垂向扩张方式对进/出水口水力特性影响较小,进/出水口内部整体紊动能较出流条件降低了7倍;当尾水隧洞平直来流时,推荐扩散段垂向扩张方式为顶底板双向对称扩张,当尾水隧洞倾斜来流时,推荐扩散段垂向扩张方式为顶板单向扩张,有利于降低进/出水口内部整体紊动能。研究成果可为弥补设计规范中关于不同来流条件下扩散段垂向扩张方式选取的空白,同时也为侧式进/出水口扩散段设计提供依据。

       

      Abstract: As an important component of the side inlet/outlet, the diffusion section plays a crucial role in the bidirectional flow of pumped storage power stations. However, the influence of the vertical expansion mode of the diffusion section on the hydraulic characteristics of the inlet/outlet is still unclear at present. This paper studies the influence of different vertical expansion modes of the diffusion section on the hydraulic characteristics under bidirectional flow conditions at the inlet and outlet through numerical simulation methods. The aim is to clarify the degree of influence of the vertical expansion mode of the diffusion section on various hydraulic characteristics inside the inlet and outlet, provide the basis for selecting the vertical expansion mode of the diffusion section under different incoming flow conditions, and fill the gap in relevant design specifications. The results show that Under the outflow conditions, when the vertical expansion mode of the diffusion section is bidirectional symmetrical expansion of the top and bottom plates, the flow state of the diffusion section is better, the flow velocity distribution at the cross-section of the trash rack is the most uniform, and the flow velocity non-uniformity coefficients of the middle side holes are 1.870 and 1.655 respectively. The overall turbulent kinetic energy of the middle hole inside the diffusion section is the smallest, and the turbulent intensity at the cross-section of the trash rack is the smallest. The maximum turbulent intensities of the middle side holes are 0.41 and 0.29 respectively. Under the inflow condition, the vertical expansion mode of the diffusion section has a relatively small impact on the hydraulic characteristics of the inlet/outlet, and the overall turbulent kinetic energy inside the inlet/outlet is reduced by 7 times compared with the outflow condition. When the tailwater tunnel flows straight, it is recommended that the vertical expansion mode of the diffusion section be bidirectional symmetrical expansion of the top and bottom plates. When the tailwater tunnel flows inclined, it is recommended that the vertical expansion mode of the diffusion section be unidirectional expansion of the top plate, which is conducive to reducing the overall turbulent energy inside the inlet/outlet. The research results can fill the gap in the design specification regarding the selection of the vertical expansion mode of the diffusion section under different incoming flow conditions, and also provide a basis for the design of the diffusion section of the side inlet/outlet.

       

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