长江科学院院报 ›› 2008, Vol. 25 ›› Issue (2): 6-10.

• 水力学 • 上一篇    下一篇

旋流阻塞复合式泄洪洞的水力特性(1)

 牛争鸣, 安丰勇, 周永, 余挺, 付波   

  • 出版日期:2008-04-01 发布日期:2012-03-05

Hydraulic Characteristics of Swirl Tunnel with Barrage(1)

 NIU  Zheng-Ming, AN  Feng-Yong, ZHOU  Yong, YU  Ting, FU  Bo   

  • Online:2008-04-01 Published:2012-03-05

摘要: 对旋流阻塞复合式泄洪洞的体型设计进行探讨,并通过模型试验对其流态和水力特性进行了研究。阻塞对水流流态有明显的影响,水平旋流阻塞复合式洞的水流流态可划分为不完全旋流以及完全旋流2种基本流态。泄流能力由起旋器与阻塞共同控制,阻塞孔径对泄流量影响较大,但阻塞位置对流量影响不明显。如考虑阻塞的影响,泄流量计算公式的形式可不变。阻塞影响系数ξ与d/D的关系近似为线性关系。阻塞对通气孔的通气状态产生明显影响:不同阻塞设置位置相同时,阻塞孔径越大,通风量越大;相同阻塞设置位置不同时,越靠近下游,通风量越小。

关键词: 旋流阻塞复合式泄洪洞, 体型设计, 模型试验, 基本流态, 泄流量, 通风量

Abstract: This paper discusses on the model design of a swirl tunnel containing a barrage, and depicts the flow state and hydraulic characteristics of the swirl tunnel. The flow state is obviously influenced by the barrage, the flow state of the swirl tunnel has two basic flow patterns: one is incomplete rotational flow, the other is complete rotational flow. The discharging capacity is controlled by a rotary flow generator and the barrage size, the influence of the barrage aperture on discharge is obvious, but the effect of the barrage position on discharge is not distinct. In consideration of the influence of the barrage, the form of the discharge formula may be not changed. The relationship between the barrage influence coefficient ξ and the d/D is an approximate linear relationship. The barrage obviously influences the ventilating state: in the same position with different barrages, the bigger the barrage aperture, the larger the ventilating amount; in the different positions with a same barrage,the longer the barrage position toward downstream, the smaller the ventilating amount.