梯形旋流排沙渠道水沙分布缩尺模型试验
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作者单位:

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)第一作者:南军虎(1985—),男,汉,甘肃会宁,博士,教授。研究方向:水力学及河流动力学。E-mail:nanjh08@126.com。*通信作者:南军虎(1985—),男,汉,甘肃会宁,博士,教授。研究方向:水力学及河流动力学。E-mail:nanjh08@126.com。


Scale model test of water and sediment distribution the trapezoidal desilting channel with a swirling flow generato
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1.College 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:

    针对多泥沙河流引水工程的渠道淤积问题,基于景泰川电力提灌工程开展旋流排沙渠道缩尺模型试验,研究了不同水沙条件下渠道与排沙洞内的水沙分布规律。结果表明:来流条件对排沙洞上游渠道的泥沙浓度与粒径分布影响显著,大粒径、高浓度、高水深、小流量条件促进粗颗粒沉降,使渠道含沙量呈现表层低、中层中、底层高的分布特征。旋流排沙渠道能有效实现大粒径泥沙与主流分离,排沙洞后渠道中0.329~1.250 mm大粒径泥沙浓度大幅下降,0.078~0.329 mm细颗粒分布趋于均匀。在第一、二级配工况下,大粒径泥沙体积占比相对减少率分别为52.72%和49.91%;进口含沙量由4.63 kg/m3增至6.70 kg/m3时,相对减少率逐步上升分别为39.26%、50.93%和60.72%;流量由2.645 m3/s增至4.383 m3/s时,相对减少率逐步下降分别为65.64%、50.93%和32.22%;水深由80 cm增至120 cm时,相对减少率先上升后下降分别为49.91%、74.47%和54.69%。排沙洞内粗颗粒占比随进口浓度、粒径及水深的增大而上升,随流量的增大而下降。各工况下旋流排沙渠道泥沙淤积厚度减少37.26%~70.68%,淤积形态多呈条带状,淤积体中0.616~1.250 mm颗粒占比显著降低。成果可为旋流排沙渠道的设计提供理论依据。

    Abstract:

    Aiming at the problem of channel siltation in the water diversion project of rivers with rich sediment, the scale model test of the trapezoidal desilting channel with a swirling flow generato was carried out based on Jingtaichuan Electric Power Irrigation Project, and the distribution law of water and sediment in the channel and sendiment transport pipe under different water and sediment conditions was studied. The results show that the incoming flow conditions have a significant influence on the sediment concentration and particle size distribution in the upstream channel of the sediment transport pipe.The conditions of large particle size, high concentration, high water depth and small flow promote the sedimentation of coarse particles, which makes the sediment concentration in the channel show the distribution characteristics of low surface layer, high middle layer and high bottom layer. The trapezoidal desilting channel with a swirling flow generato can effectively separate large-size sediment from the mainstream. After the sediment transport pipe, the concentration of 0.329 ~ 1.250 mm large-size sediment in the channel decreases significantly, and the distribution of 0.078 ~ 0.329 mm fine particles tends to be uniform. Under the first and second conditions, the relative reduction rates of large particle size sediment volume are 52.72% and 49.91% respectively; When the imported sediment content increased from 4.63 kg/m3 to 6.70 kg/m3, the relative reduction rate gradually increased by 39.26%, 50.93% and 60.72%, respectively; When the flow rate increased from 2.645 m3/s to 4.383 m3/s, the relative reduction rate gradually decreased by 65.64%, 50.93% and 32.22%, When the water depth increased from 80 cm to 120 cm, the relative decrease increased first and then decreased by 49.91%, 74.47% and 54.69% respectively. The proportion of coarse particles in the sediment transport pipe increases with the increase of inlet concentration, particle size and water depth, but decreases with the increase of flow rate. Under various working conditions, the sediment deposition thickness of the trapezoidal desilting channel with a swirling flow generato channel decreased by 37.26% ~ 70.68%, the sediment patterns were mostly stripe-shaped, and the proportion of 0.616~1.250 mm particles in the sediment body decreased significantly. The results can provide theoretical basis for the design of the trapezoidal desilting channel with a swirling flow generato channel.

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南军虎,韩大川,郝书帆,等. 梯形旋流排沙渠道水沙分布缩尺模型试验[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-02-02
  • 最后修改日期:2026-04-20
  • 录用日期:2026-05-06
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