旋流排沙渠道排沙洞内旋转水流的输沙特性
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1.兰州理工大学能源与动力工程学院;2.兰州理工大学土木与水利工程学院

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TV146

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国家自然科学基金(52069011);甘肃省科技计划资助(25JRRA130);兰州市青年科技人才创新项目(2023-QN-33)


Sediment transport characteristics of swirling flow in the sediment transport pipe of the trapezoidal desilting channel with a swirling flow generator
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1.School of Energy and Power Engineering,Lanzhou University of Technology;2.School of Civil and Hydraulic Engineering,Lanzhou University of Technology

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    摘要:

    为研究梯形旋流排沙渠道排沙洞内旋转水流的输沙特性,采用模型试验和数值模拟相结合的方法研究了不同来流条件下渠道与排沙洞处泥沙颗粒的输移特性,利用高速摄像机和数值模拟结果分析了泥沙颗粒的运动轨迹、速度以及加速度等在不同来流条件下的变化规律。结果表明:经过对压强、水面线、空腔形态、颗粒速度与旋流角的对比验证,使用的数学模型模拟值与试验值误差在合理范围内,表明模拟结果准确;在30 m3/h流量下泥沙由顶部加沙处进入渠道后主要受水流的挟沙力作用,颗粒速度保持在0.45~0.52 m/s,加速度在在0~5 m/s2左右波动直至到达渠道底部;排沙洞内泥沙在旋转水流作用下发生上下紊动,与壁面不断碰撞反弹并呈螺旋状向前运动。在30 m³/h流量条件下,颗粒流速介于-1.8~1.8 m/s之间呈M型双峰曲线,受紊乱水流影响其加速度变化较为剧烈;不同流量和粒径下排沙洞内泥沙颗粒会由于来流条件与自身重力不同形成不同的运动状态和变化趋势,颗粒速度与来流流量成正比且在70m³/h时出现阈值,泥沙粒径与平均速度成反比,与排出时间成正比;通过分析泥沙颗粒在排沙洞内的受力情况,拟合得到了泥沙颗粒在排沙洞旋流场中水流切向流速表达式,模拟值与计算回归值误差在0.56%以内。

    Abstract:

    To investigate the sediment transport characteristics of rotating flow in the desilting conduit of a trapezoidal desilting channel with a swirling flow generator, a combined method of model experiment and numerical simulation is adopted. The transport characteristics of sediment particles in the channel and the desilting tunnel under different inflow conditions are studied. High-speed imaging technology and numerical simulation results are used to analyze the variation patterns of particle trajectory, velocity, and acceleration under different inflow conditions. The results show that, through comparative validation of pressure, water surface profile, cavity shape, particle velocity, and swirl angle, the error between the numerical model and the experimental data is within a reasonable range, indicating the accuracy of the simulation. Under the flow rate of 30 m³/h, sediment particles entering the channel from the top sediment addition point are mainly influenced by the sediment-carrying capacity of the flow, with particle velocity maintained between 0.45 and 0.52 m/s, and acceleration fluctuating around 0~5 m/s² until reaching the channel bottom. Inside the desilting tunnel, sediment particles undergo vertical turbulence under the action of rotating flow, continuously colliding and rebounding against the walls, moving forward in a spiral pattern. At the 30 m³/h flow rate, particle velocity ranges between -1.8 and 1.8 m/s, exhibiting an M-shaped bimodal curve, and acceleration varies sharply due to the turbulent flow. Under different flow rates and particle sizes, sediment particles in the desilting tunnel exhibit different motion states and trends depending on inflow conditions and their own gravity. Particle velocity is proportional to the inflow rate, with a threshold observed at 70 m³/h. Sediment particle size is inversely proportional to average velocity and directly proportional to discharge time. By analyzing the forces acting on sediment particles in the desilting tunnel, an expression for the tangential flow velocity of particles in the swirling flow field is fitted, with the deviation between simulated and calculated regression values being less than 0.56%.

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南军虎,熊君涛,李伟. 旋流排沙渠道排沙洞内旋转水流的输沙特性[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-04-23
  • 最后修改日期:2026-07-07
  • 录用日期:2026-08-01
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