局部阶梯式溢流堰水力特性试验研究
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1.长沙有色冶金设计研究院有限公司;2.河海大学水利水电学院

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混凝土面板渗透溶蚀演化规律及性能预测方法(批准号:52179130)


Experimental study on hydraulic characteristics of localized stepped overflow weir
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1.Changsha Nonferrous Metallurgical Design and Research Institute Co., Ltd;2.College of Water Conservancy and Hydropower Engineering, Hohai University

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Evolution law of seepage-dissolution performance perdiction method of concrete face slab(Grant No: 52179130)

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    摘要:

    目的:针对湖南省某尾矿库工程排洪与消能的特殊需求,设计了侧向布置的局部阶梯式溢流堰,方法:基于理论分析,对该新式堰的堰型特征展开研究,并通过物理模型试验研究其过流能力、水流流态、流速及时均压力分布等水力特性。结果:研究结果表明,此新型局部阶梯式溢流堰能同时满足过流能力和消能要求,在进口侧设置导流墩、堰上采用收缩式布置可调整水流结构,并有效减免折冲水流及水翅等恶劣流态危害。意义:该局部阶梯式溢流堰可为类似工程布置提供参考。

    Abstract:

    Aiming at the special requirements of flood drainage and energy dissipation in a tailings pond project in Hunan Province, a localized stepped overflow weir with lateral arrangement was designed. The weir type characteristics of the new weir were analyzed based on theoretical analysis, and its hydraulic characteristics such as flow capacity, flow pattern, velocity and average pressure distribution were studied through physical model tests. The results show that the new type of local stepped overflow weir can meet the requirements of overflow capacity and energy dissipation at the same time, and the diversion pier on the inlet side and the shrinkage arrangement on the weir can adjust the flow structure, and effectively reduce the damage of bad flow patterns such as folding flow and water-wing. The local stepped overflow weir can provide reference for similar engineering layout.

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孙少华,何妍,杨校礼.局部阶梯式溢流堰水力特性试验研究[J].有色金属(矿山部分),2025,77(2):.

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  • 收稿日期:2024-03-11
  • 最后修改日期:2024-04-28
  • 录用日期:2024-04-29
  • 在线发布日期:2025-10-17
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