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泵站拦污栅淤堵对进水流道内水流流动特性的影响OA

Impact of clogging in pump station trash racks on flow characteristics in inlet passage

中文摘要英文摘要

为研究拦污栅淤堵对泵站进水流道内流特性的影响规律,基于RNG κ-ε湍流模型,应用计算流体力学(computational fluid dynamics,CFD)数值模拟方法对轴流泵进水流道内水流流动进行分析,对立式轴流泵装置在4种不同淤堵方案下进水流道进口断面流态、压力分布、旋涡分布、湍动能及流速均匀度进行研究.研究结果表明:拦污栅淤堵导致进水流道进口处流速分布严重不均,淤堵区域形成低速区,而未淤堵的周边出现高速区,最大流速由方案1未淤堵时的1.38 m/s增长至方案4的1.89 m/s,淤堵导致断面水压力显著降低;由于淤堵导致流态紊乱,进水流道内形成复杂旋涡结构,旋涡数量随淤堵面积增加而增多,且主要集中于淤堵区域;随着淤堵量的增长,湍动能升高,流速均匀度由无淤堵时的56%最低下降至45%,降低了 11个百分点.研究成果可为泵站拦污栅清污设计及运行维护提供理论依据,具有一定的学术价值和理论意义.

To investigate the influence of trash rack clogging on the internal flow characteristics within the inlet passage of a pumping station,a CFD numerical simulation method was conducted based on the RNG κ-ε turbulence model to analyze the water flow within the inlet passage of an axial-flow pump.The flow pattern,pressure distribution,vortex distribution,turbulent kinetic energy,and flow velocity uniformity of the vertical axial-flow pump unit at the inlet cross-section were studied under four diffe-rent clogging schemes.The results show that trash rack clogging leads to a severely uneven velocity dis-tribution at the inlet passage entrance:a low-velocity region forms in the clogged area,while high-velocity regions appear in the surrounding unclogged areas.The maximum flow velocity increases from 1.38 m/s under the unclogged condition of Scheme 1 to 1.89 m/s under Scheme 4.Clogging also cau-ses a significant reduction in the cross-sectional water pressure.Due to the clogging,the flow pattern becomes turbulent,generating complex vortex structures mainly concentrated in the clogged areas,and the number of vortices increases with the clogged area.As the clogging amount increases,the turbulent kinetic energy increases,and the flow velocity uniformity decreases from 56%under the unclogged condition to a minimum of 45%,representing a reduction of 11 percentage points.The research results can provide a theoretical basis for the design,operation,and maintenance of trash racks in pumping stations,and have certain academic value and theoretical significance.

汪辉;王瑄;宋希杰;李明慧;刘辉;严杰;卢永刚

扬州大学水利科学与工程学院,江苏扬州 225009扬州大学水利科学与工程学院,江苏扬州 225009扬州大学水利科学与工程学院,江苏扬州 225009南水北调东线山东干线有限责任公司,山东济南 250109南水北调东线山东干线有限责任公司,山东济南 250109扬州市勘测设计研究院有限公司,江苏扬州 225007江苏大学能源与动力工程学院,江苏镇江 212013

建筑与水利

拦污栅泵站进水流道流速均匀度计算流体力学

trash rackpumping stationinlet passageflow velocity uniformitycomputational fluid dynamics

《排灌机械工程学报》 2026 (6)

588-595,8

国家自然科学基金资助项目(52306042)江苏省(扬州大学)研究生科研与实践创新计划项目(SJCX25_2305)

10.3969/j.issn.1674-8530.25.0004

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