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三孔道侧式进/出水口隔墩布置对水力特性的影响OA

Effect of Three-Channel Side Inlet/Outlet Dividing Piers Arrangement on Hydraulic Characteristics

中文摘要英文摘要

为分析隔墩布置对抽水蓄能电站侧式进/出水口水力特性的影响,本文以某抽水蓄能电站上库三孔道侧式进/出水口为研究对象,通过调整隔墩的横向、纵向位置及墩头外侧圆弧半径,建立三维水动力模型进行数值模拟,研究了三孔道侧式进/出水口孔道流量不均匀程度、流速不均匀系数以及水头损失系数的变化规律.结果表明,隔墩的横向相对位置、纵向相对位置及墩头内外侧圆弧半径比值分别对三孔道侧式进/出水口的流量不均匀程度、流速不均匀系数和水头损失系数有着不同程度的影响;水力特性总体最优的隔墩布置是横向相对位置为0.340,纵向相对位置为-0.04,墩头内外侧圆弧半径比值为0.1.

To analyze the impact of arrangement of dividing piers on the hydraulic characteristics of side inlet/outlet in pumped storage power station,this paper takes the three-channel side inlet/outlet of the upper reservoir of a pumped storage power station as the research object.A three-dimensional hydrodynamic model is established to carry out numerical simulation by adjusting the transverse and longitudinal positions of the piers and the outer arc radius of the pier head,and researches the degree of flow non-uniformity of the three-channel side inlet/outlet,the coefficient of flow non-uniformity and the head loss coefficient change rule.The results indicate that the relative transverse position,relative longitudinal position,and the ratio of inner-to-outer arc radii of the pier head significantly influence the flow rate unevenness,velocity non-uniformity coefficient,and head loss coefficient of the three-channel side inlet/outlet,albeit to varying degrees.The optimal arrangement of dividing piers for overall hydraulic performance is found to be a relative transverse position of 0.340,a relative longitudinal position of-0.04,and an inner-to-outer arc radius ratio of 0.1 at the pier head.

陈青生;王栋才;孟可;徐津

河海大学 水利水电学院,南京 210098河海大学 水利水电学院,南京 210098河海大学 水利水电学院,南京 210098河海大学 水利水电学院,南京 210098

建筑与水利

抽水蓄能电站三孔道侧式进/出水口隔墩布置数值模拟水力特性

pumped storage power stationthree-channelside inlet/outletarrangement of dividing piersnumerical simulationhydraulic characteristics

《三峡大学学报(自然科学版)》 2026 (1)

24-31,8

国家重点研发计划项目(2022YFC3202604)国家自然科学基金项目(52379087)中央高校基本科研业务费专项(B230202002)

10.13393/j.cnki.issn.1672-948X.2026.01.004

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