非恒定流条件下明渠汇流口水动力特性三维数值模拟研究*
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国家自然科学基金青年科学基金项目(52109150); 重庆市教育委员会科学技术研究项目(KJQN202000716); 内河航道整治技术交通行业重点实验室开放基金项目(KLIWRE2023B01)


Three-dimensional numerical simulation study of hydrodynamic characteristics at open channel confluences under unsteady flow conditions
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    摘要:

    河流交汇口水流具有复杂的三维特性,受上游电站日调节的影响,交汇口水流条件较一般河道更为复杂,由此对河口船舶通航产生影响。针对电站日调节影响下河流交汇口通航水流条件问题,采用数值模拟分析方法系统研究明渠交汇口在非恒定流条件下水动力特性的变化特征。研究基于通航水力指标,探究非恒定流周期、流量变幅、干支流交汇角以及支流流量对交汇口区域纵向水面线、水位变幅、水面比降、流速大小以及流场分布的影响。研究发现:交汇口上下游水位差会随非恒定流周期增大而减小,随支流流量的增大而增大;水位变幅随交汇角度增大而减小,随流量变幅的增大而增大,交汇口比降随流量变幅、交汇角度、支流流量的增大而增大,同时月牙形高速水流区域面积在涨水阶段和退水阶段受各种影响因素的影响不同。研究揭示了非恒定流条件下河流交汇口的水动力学过程,可为干支流交汇区非恒定流传播规律及其对通航水流条件影响的研究提供科学依据。

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    The flow dynamics at river confluences exhibit complex three-dimensional characteristics,which are further influenced by the daily flow regulation of upstream hydropower stations.These factors result in flow conditions at confluences that are more intricate than those in typical river reaches,with notable impacts on navigation at river mouths.This study addresses navigation flow conditions at river confluences affected by daily hydropower regulation,utilizing numerical simulations to systematically analyze the hydrodynamic variations at open-channel confluences under unsteady flow conditions.Using navigation-related hydraulic indices,the study examines the effects of unsteady flow periods,flow fluctuation amplitudes,confluence angles between main and tributary streams,and tributary discharge on key hydrodynamic parameters,including longitudinal water surface profiles,water level fluctuations,water surface gradients,flow velocities,and flow field distributions at the confluence.Findings indicate that the water level difference between upstream and downstream decreases as unsteady flow periods increase but rises with higher tributary discharge.Water level fluctuations decrease with increasing confluence angles and increase with larger flow fluctuation amplitudes,while the water surface gradient at the confluence increases with greater flow fluctuation amplitudes,larger confluence angles,and higher tributary discharge.Furthermore,the area of crescent-shaped high-velocity flow zones responds differently to various influencing factors during rising and falling water stages.This study clarifies the hydrodynamic processes at river confluences affected by unsteady flow conditions and daily hydropower regulation,providing a scientific foundation for understanding unsteady flow propagation in confluence zones and its implications for navigation.

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李媛媛,马 倩,李忠勇,等.非恒定流条件下明渠汇流口水动力特性三维数值模拟研究*[J].水运工程,2025(8):127-137.

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  • 在线发布日期: 2025-08-18
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