首页> 外文会议>ASME/JSME/KSME Joint Fluids Engineering Conference;AJK2011 >EFFECTS OF REYNOLDS NUMBER ON DRAG REDUCTION IN T-JUNCTION PIPES DUE TO SMALL OBSTACLES
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EFFECTS OF REYNOLDS NUMBER ON DRAG REDUCTION IN T-JUNCTION PIPES DUE TO SMALL OBSTACLES

机译:雷诺数对小障碍物在T型管中减阻的影响

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T-junction pipes are used to distribute one flow into two flows or join two flows into one flow. Separated vortex flow regions near the corners of junctions are caused in these types of flows. They reduce the effective cross-sectional area of the pipe flows and then create large flow resistance or drag. The corners of junctions are generally rounded to avoid flow separation and reduce flow resistance. We tried to reduce the flow resistance of counter-flow T-junction pipes in which two flows in the opposite direction entered the junction, mixed, and then vertically flowed out together by using a simple method. We mounted two small weir-shaped obstacles on the walls of the two upstream pipes by the side around the junction corners, which is a new way we propose of controlling flow separation. The pressure distribution along the pipes was measured and the drag of the T-junction pipe was estimated. Additionally, the effects of the Reynolds number on the flow resistance and its rate of reduction by mounting small obstacles were clarified. The two major results we obtained were: (1) the flow resistance of T-junctions could be reduced by about a maximum of 30% by mounting small obstacles at heights of 0.30 D and 0.47 D (D: pipe diameter) from the upstream of the corner. We also found (2) the rate of reduction in flow resistance increased with decreasing Reynolds numbers between 5 - 10 x 104, but this decreased rapidly between 2.5 - 5 ~ 10~4.
机译:T-Alnction Pipes用于将一个流分成两个流量或加入两个流入一个流量。在线点角附近的分离的涡流流量是在这些类型的流动中引起的。它们减少了管道流动的有效横截面积,然后产生了大的流动阻力或拖动。交叉点的角通常是圆形的,以避免流动分离并降低流动阻力。我们尝试减少反流T型接线管的流动阻力,其中两个流动在相反方向上进入结,混合,然后通过使用简单的方法垂直流出。在连接角周围的侧面,我们在两个上游管道的墙壁上安装了两个小堰形障碍物,这是我们提出控制流动分离的新方式。测量沿管道的压力分布,估计T型连接管的阻力。另外,澄清了雷诺数对流动阻力及其通过安装小障碍物的减少速率的影响。我们获得的两种主要结果是:(1)通过在上游的0.30d和0.47d(d:管道)的高度,通过安装小障碍物,T-结的流动阻力大约最大为30%角落。我们还发现(2)流动阻力的降低速率随着5-10×10 4的雷诺数而增加,但在2.5-5〜10〜4之间的速度迅速下降。

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