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首页> 外文期刊>Environmental fluid mechanics >Turbulent flow characteristics and drag over 2-D forward-facing dune shaped structures with two different stoss-side slopes
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Turbulent flow characteristics and drag over 2-D forward-facing dune shaped structures with two different stoss-side slopes

机译:湍流特征和具有两个不同的侧坡的二维前向沙丘形结构上的阻力

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The present paper explores the characteristics of turbulent flow and drag over two artificial 2-D forward-facing waveform structures with two different stoss side slopes of 50? and 90?, respectively. Both structures possessed a common slanted lee side slope of 6?. Flume experiments were conducted at the Fluvial Mechanics Laboratory of Indian Statistical Institute, Kolkata. The velocity data were analyzed to identify the spatial changes in turbulent flow addressing the flow separation region with recirculating eddy, the Reynolds stresses, the turbulent events associated with burst-sweep cycles and the drag over two upstream-facing bedforms for Reynolds number Re_h = 1.44 × 10~5. The divergence at the stoss side slope between the two structures revealed significant changes in the mean flow and turbulence. Comparison showed that during the flood-tide condition there was no flow separation region on the gentle lee side of the structure with smaller slope at the stoss side, while for the other structure with vertical stoss side slope a thick flow separation region with recirculating eddy was observed at the gentle lee side just downstream of the crest. The recirculating eddy induced on the lee-side had a strong influence on the resistance that the structure exerts to the flow due to loss of energy through turbulence. In contrast, a great amount of reduction in drag was observed in the case of smaller stoss side sloped structure as there was no flow separation. The quadrant analysis was also used to highlight the turbulent event evolution along the bed form structures under flood-tide conditions.
机译:本文探讨了湍流的特性,并在两个具有不同的50?和90?。两种结构都具有共同的倾斜的李氏侧斜度6。水槽实验是在加尔各答印度统计研究所的水力学实验室进行的。分析了速度数据以识别湍流的空间变化,该湍流针对具有再循环涡流的流动分离区域,雷诺应力,与爆发扫描周期相关的湍流事件以及雷诺数Re_h = 1.44的两个面向上游的床形的阻力×10〜5。两个结构之间的前侧坡度发散,表明平均流量和湍流发生了显着变化。比较表明,在潮汐条件下,结构的平缓背风侧不存在分流区域,而在斜度较小的结构上,对于具有竖向斜交侧斜率的其他结构,则具有较厚的具有回旋涡流的分流区域。在波峰下游顺风的背风侧观察到。在背风侧产生的回旋涡对结构产生的阻力产生很大影响,该阻力是由于湍流引起的能量损失而导致的。相反,在较小的凸台侧倾斜结构的情况下,由于没有流动分离,因此观察到了阻力的大量减少。象限分析还用于强调潮汐条件下沿河床形态结构的湍流事件演化。

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