凤庆供水工程一级提水泵站进水前池体型对水沙演变特征影响研究
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Study on the influence of the shape of the inlet pool of the first-level pump station in Fengqing Water Supply Project on the characteristics of water and sediment evolution
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    摘要:

    为研究凤庆供水工程一级提水泵站进水前池边墙体型优化,基于Mixture 多相流模型建立进水前池渗流场计算模型,在验证数值模型可靠性的基础上,以UG-Fluent 为计算平台开展了前池渗流场、水沙二相流的运动分析。研究表明:引水流量对前池内流速演变影响高于边墙收缩角;控制边墙收缩角,主流区、回流区面积分别增多、减少,而高浓度泥沙淤积也会减少;回流区的减少区域主要在边墙控制区。边墙收缩角会改变池内含沙量演变特征,收缩角增大,含沙量降低,池内各断面泥沙淤积变化差异也减小。综合认为边墙收缩角6°时,前池水力特性、水沙特征综合效果最优。论文对泵站进水前池水力特性分析及水沙演变、泥沙淤积治理具有一定参考意义。

    Abstract:

    This study focuses on optimizing the side wall configuration of the inlet pool of the first-level pump station of Fengqing Water Supply Project.A mixture multiphase flow model was developed to simulate the seepage field in the inlet pool.The numerical model's reliability was verified,and subsequent motion analysis was conducted using UGFluent.The results reveal that the diversion flow rate has a more significant influence on flow velocity than the side wall contraction angle.Adjustments to the side wall contraction angle lead to an expansion of the main flow zone and a reduction in the backflow zone,particularly in the area under side wall control.Additionally,high -concentration sediment deposition decreases.The side wall contraction angle also modifies the sediment content evolution in the pool,with increasing angles resulting in lower sediment concentrations and reduced deposition variations across different pool sections.Overall,the optimal hydraulic characteristics and water -sediment features were achieved with a side wall contraction angle of 6°.This research offers a valuable reference for analyzing hydraulic characteristics,water and sediment evolution,and controlling sediment deposition in pumping station inlet pools.

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张亚婷.凤庆供水工程一级提水泵站进水前池体型对水沙演变特征影响研究[J].江西水利科技,2025,(1):

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  • 在线发布日期: 2025-03-28
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