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抽水蓄能电站侧式进/出水口调整段长度优化OA

Optimization of adjustment-section length for side inlet/outlet of pumped storage power plants

中文摘要英文摘要

为优化抽水蓄能电站侧式进/出水口调整段长度,以亚布力抽水蓄能电站下水库侧式进/出水口为研究对象,在进/出水口总长度不变的前提下,采用数值模拟方法探讨调整段长度与扩散段长度之比对侧式进/出水口水力特性的影响.结果表明,对于出流工况,随着调整段长度与扩散段长度之比的增大,中孔拦污栅断面主流位置由孔口中上部逐渐降低至孔口底部,边孔拦污栅断面主流位置变化不明显;中孔和边孔拦污栅断面流速不均匀系数均呈先减小后增大的趋势;当调整段长度为扩散段长度的50%时,拦污栅断面流速不均匀系数最小,拦污栅断面无负流速.对于进流工况,进/出水口的各项水力指标基本不受调整段长度变化的影响.因此,在进/出水口总长度不变的情况下,当调整段长度为扩散段长度的50%时,进/出水口各项水力指标均相对更优.

To optimize the adjustment-section length for the side inlet/outlet of a pumped storage power station,this paper takes the side inlet/outlet of the lower reservoir of the Yabuli Pumped Storage Power Station as its research object,and uses the numerical simulation method to discuss the influence of the ratio of the adjustment-section length to the diffusion-section length on the hydraulic characteristics of the side inlet/outlet,while keeping the total length of the inlet/outlet fixed.Under the outflow condition,the results show that as the ratio of adjustment-section to diffusion-section length rises,the mainstream position at the trash rack section of the middle channel gradually shifts from the upper-middle part of the orifice to the bottom of the orifice,while that of the side channel does not change significantly.The velocity non-uniformity coefficients at the trash rack section of both the middle and side channels first decrease and then increase.When the adjustment-section length is 50%of the diffusion-section length,the velocity non-uniformity coefficient at the trash rack section reaches its minimum,and there is no negative velocity at the trash rack section.Under the inflow condition,the hydraulic indices of the inlet/outlet are essentially unaffected by variations in adjustment-section length.Therefore,with the total length of the inlet/outlet fixed,all hydraulic indices of the inlet/outlet are relatively better when the adjustment-section length is 50%of the diffusion-section length.

高学平;廉想;朱洪涛;陈培伦;王维娜;刘殷竹

天津大学水利工程智能建设与运维全国重点实验室天津大学水利工程智能建设与运维全国重点实验室天津大学水利工程智能建设与运维全国重点实验室中国电建集团北京勘测设计研究院有限公司中国电建集团北京勘测设计研究院有限公司天津大学水利工程智能建设与运维全国重点实验室

建筑与水利

抽水蓄能电站侧式进/出水口调整段扩散段水力特性数值模拟

pumped storage power plantside inlet/outletadjustment sectiondiffusion sectionhydraulic characteristicsnumerical simulation

《水利水电科技进展》 2026 (5)

67-73,7

国家自然科学基金项目(52179077)

10.3880/j.issn.1006-7647.2026.05.009

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