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Experimental Study of Submerged Hydraulic Jumps with Baffle Blocks.

机译:带有挡板块的浸没式液压跳跃的实验研究。

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摘要

The current work presents the results of an experimental study on the effects of submergence on the performance of a submerged hydraulic jump with baffle blocks downstream of a sluice gate. A wide range of Froude numbers, submergence factors, and block sizes, locations and arrangements were covered in the experiments. It was observed that, depending on the submergence factor, two different flow regimes could be established; i.e. the deflected surface jet (DSJ) and the reattaching wall jet (RWJ). Empirical equations were presented for the transitional submergence factor between the two regimes. Also, a theoretical equation was derived for the drag force acting on the blocks. To study the flow field, an acoustic Doppler velocimeter was used to measure the three-dimensional instantaneous velocities. The effect of the block size, location and arrangement on bulk energy dissipation was found to be insignificant. However, the block characteristics played an important role in determining the flow regime. As the size of the blocks increases, or they were moved further downstream, or a second row of blocks was added, the establishment of the DSJ flow regime was enhanced. It was observed that the DSJ flow regime is more efficient in dissipating the kinetic energy of the incoming flow. Also, the rate of reduction of the longitudinal velocity was faster in this flow regime. It was found that a larger portion of the flow depth is influenced by the blocks in the DSJ flow regime compared to the RWJ regime and significant mixing was observed between the centerplane and off-centerplane of the former. The turbulence flow field showed that the turbulence characteristics including turbulence intensities, Reynolds stress, turbulence kinetic energy and energy dissipation are influenced by the blocks in both planes of the two flow regimes, but the magnitudes were significantly larger in the off-centerplane of the DSJ regime. The considerable difference between the two planes of the DSJ flow regime creates a significant shear mixing interface, which is, in turn, responsible for enhancing the dissipation of energy and decaying of the velocity.
机译:当前的工作提出了一项实验研究的结果,该实验研究了淹没对闸门下游带有挡板的淹没式液压跳跃性能的影响。实验涵盖了各种各样的弗洛德数,淹没因子以及块大小,位置和布置。观察到,根据淹没因子,可以建立两种不同的流动方式。即偏转的表面射流(DSJ)和重新安装的壁射流(RWJ)。提出了两种方案之间过渡淹没因子的经验方程。同样,推导了作用在块体上的阻力的理论方程式。为了研究流场,使用声学多普勒测速仪测量三维瞬时速度。发现块尺寸,位置和布置对整体能量耗散的影响不明显。但是,块体特性在确定流动状态方面起着重要作用。随着块的大小增加,或者将块向下游移动,或者添加了第二行块,DSJ流态的建立得到了增强。观察到,DSJ流动状态在耗散进入流的动能方面更为有效。同样,在这种流动状态下纵向速度的降低速度更快。已发现,与RWJ方案相比,DSJ流动方案中的阻塞会影响流动深度的较大部分,并且在前者的中心平面和偏心平面之间观察到明显的混合。湍流场表明,湍流特征包括湍流强度,雷诺应力,湍流动能和能量耗散受两个流态两个平面中的块的影响,但在DSJ偏心平面中,幅度明显较大政权。 DSJ流动状态的两个平面之间的显着差异产生了显着的剪切混合界面,这反过来又负责增强能量的耗散和速度的衰减。

著录项

  • 作者单位

    University of Alberta (Canada).;

  • 授予单位 University of Alberta (Canada).;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 161 p.
  • 总页数 161
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 老年病学;
  • 关键词

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