长江科学院院报 ›› 2013, Vol. 30 ›› Issue (8): 14-17.DOI: 10.3969/j.issn.1001-5485.2013.08.0;2013,30(08)

• 枢纽与电站水力学 • 上一篇    下一篇

跌坎式底流消力池水力特性三维数值模拟与试验研究

王智娟,岳汉生,姜伯乐   

  1. 长江科学院水力学研究所,武汉430010
  • 收稿日期:2013-08-13 修回日期:2013-08-13 出版日期:2013-08-13 发布日期:2013-08-13
  • 作者简介:王智娟(1979-),女,河南洛阳人,高级工程师,硕士,主要从事水力学研究,(电话)13697328711(电子信箱)niny1979@163.com。

Hydraulic Characteristics of Stilling Basin with Step-down Floor by3-D Numerical Simulation and Physical Model Test

WANG Zhi-juan, YUE Han-sheng, JIANG Bo-le   

  1. Hydraulics Department, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2013-08-13 Revised:2013-08-13 Online:2013-08-13 Published:2013-08-13

摘要: 采用三维数值模拟结合物理模型试验的方法,对某水电站表孔、中孔及其末端的跌坎式底流消力池的水流三维流场进行了计算分析和试验研究。分别比较了跌坎高度、消力池深度、跌坎水平长度以及出口侧收缩等对跌坎式底流消力池水流结构及相关水力特征量的影响,优选了水力特征量相对较好的跌坎式消力池结构布置型式,可为工程设计提供参考。

关键词: 消力池, 跌坎, 三维数值模拟, 临底流速, 脉动压力

Abstract: In this research, the flow field of the surface holes, mid-holes and the stilling basin with step-down floor was simulated by 3-D numerical simulation and model test. We modified the shape of the step-down floor by increasing the height of the steps, the depth of the stilling basin, the length of the horizontal platform before the step-down floor, and side contraction at the outlet, and compared their effects on the flow structure and the characteristics of the stilling-basin. Results show that all these measures could reduce the bottom velocity and fluctuating pressure on the floor. In particular, increasing the flat length obviously reduces fluctuating pressure and the velocity at the drop location of jet flow, but has large construction workload; while side contraction at the outlet effectively changes the horizontal and longitudinal distribution of bottom velocity and fluctuating pressure, and in the meantime has less workload. The result could be a reference for engineering design.

Key words: stilling basin, step-down floor, 3-D numerical simulation, velocity near the bottom, fluctuating pressure

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