均压管节流装置对间隙流动及顶盖补气的影响OA
Effect of pressure equalizing tube throttling device on gap flow and head cover air admission
为改善广东梅州抽水蓄能电站水泵水轮机组运行稳定性,本研究提出在机组均压管处设置节流装置,选取 SST k-ω 湍流模型以及 VOF 多相流模型,对不同直径节流孔(相对直径 d/D=0.238,0.298,0.357,0.476 以及无节流孔)的转轮与顶盖间隙进行数值模拟.结果表明:节流孔尺寸减小会导致间隙流态不稳定,节流孔尺寸增大会增加间隙泄漏量,降低下壁面轴向力.节流孔相对直径≥0.357时,在对轴向力影响不大的前提下,有效降低泄漏量;补气速率对补气孔处压力影响较小,节流孔直径减小会使腔体压力升高,导致补气孔处压力增大;在d/D为0.476时,间隙腔体含气率最高,为0.232,补气效果最优,间隙外腔为主要存气区域;综合间隙流动与补气效果表明,d/D=0.476为最优尺寸.本文研究结果为优化均压管结构设计、提升机组安全稳定运行提供了理论依据,具有重要工程价值.
To improve the behavior of flows in the runner-headcover gap,this paper describes a novel throttling device installed in the pressure equalizing pipe of a pump-turbine unit,focusing on its effects on flow regime and air admission in the gap.We conduct numerical simulations of the runner-head cover gap,using the CFD method,the SST k-ω turbulence model,and the Volume of Fluid(VOF)multiphase flow model.And,in a case study of the Meizhou pumped storage station,throttling orifices with different diameters(relative diameters d/D=0.238,0.298,0.357,0.476)are examined and compared against the case of no installation.Results show a smaller throttling orifice size induces vortices and backflows in the equalizing pipe.The size has a significant influence on the gap leakage flow rate and the axial force on the lower wall,and a considerable effect on the air admission performance;The flow rate,under the condition of d/D≥0.357,is lowered effectively with little impact on the wall force.At d/D=0.476,peak values occur in the total gas volume fraction and the fraction in the outer cavity of the gap,indicating the best air admission effect under this orifice condition.For the study case,we recommend the optimal size of d/D=0.476 based on a comprehensive consideration of the gap flow and air admission performance.Our findings lay a basis for optimizing the structural design of the unit's equalizing pipe and improving the units safe and stable operation.
尚凤;陈泓宇;周凌九;李开明;张超
中国农业大学 水利与智能工程学院,北京 100083||北京市供水管网系统安全与节能工程技术研究中心,北京 100083南方电网储能股份有限公司,广州 510630中国农业大学 水利与智能工程学院,北京 100083||北京市供水管网系统安全与节能工程技术研究中心,北京 100083南方电网储能股份有限公司,广州 510630南方电网储能股份有限公司,广州 510630
建筑与水利
间隙流动均压管泄漏量轴向力顶盖补气
gap flowpressure equalizing pipeleakage flow rateaxial forcehead cover air admission
《水力发电学报》 2026 (9)
50-59,10
国家自然科学基金面上项目(52479091)
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