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Flow Field Around Single and Tandem Piers

机译:单人码头和串联码头周围的流场

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The present study provides a comparison between the flow pattern around two circular piers in tandem and a single pier set up on a moderately rough flat bed in a laboratory flume. Velocities are measured by an Acoustic Doppler Velocimeter (ADV). The contours of the time-averaged velocity components, Reynolds shear stresses, turbulence intensities and turbulence kinetic energy at different planes are presented. Streamlines and vectors are used to study the flow features. The analysis of power spectra around the piers is also presented. The results show that the presence of downstream pier changes the flow structure to a great extent, particularly in the near-wake region. Within the gap between the two piers, a stronger and substantial upflow is shaped. However, a weaker transverse-deflection is formed in comparison with that in the single pier. Near the bed, the velocity of flow approaching the downstream pier decreases to 0.2–0.3 times of the approach mean velocity (U 0) due to the sheltering effect of the upstream pier. In the wake of downstream pier, the flow structure is completely different from the one in the wake of single pier. In comparison with the single pier, the values of turbulence kinetic energy and turbulence intensities show a considerable decrease around the tandem piers. In tandem piers, the high values of turbulence characteristics are found near the downstream pier. There is a recirculation zones just upstream of the sheltered pier close to the bed and another behind that pier near the free surface. The results show a decrease in the strength of vortical structure in the wake of tandem piers in comparison with single pier. It is shown that the formation of flow with different Reynolds number along the flow depth due to the effect of bed roughness, as well as pier spacing, can influence the type of flow regime of tandem case. In addition to enhancing the flow structure indulgence, the present detailed measurements can also be used for verification of numerical models.
机译:本研究提供了串联的两个圆形桥墩周围的流动模式与在实验室水槽中中等粗糙的平板上设置的单个桥墩之间的流动方式的比较。速度通过声学多普勒测速仪(ADV)进行测量。给出了时间平均速度分量,雷诺剪切应力,湍流强度和湍流动能在不同平面上的轮廓。流线和矢量用于研究流动特征。还介绍了墩周围的功率谱分析。结果表明,下游墩的存在在很大程度上改变了流动结构,特别是在近尾流区域。在两个桥墩之间的间隙内,形成了更强且更大的上流。但是,与单个墩相比,横向挠度要弱一些。在床层附近,由于上游墩的遮挡作用,流向下游墩的流速降低到进近平均速度(U 0)的0.2-0.3倍。在下游墩后,其流动结构与单一墩后完全不同。与单个墩相比,湍流动能和湍流强度值在串联墩周围显着降低。在串联码头中,在下游码头附近发现了较高的湍流特性。在靠近床的被保护墩的上游有一个回流区,在自由表面附近的那个墩的后面有一个回流区。结果表明,与单墩相比,串联墩尾部旋涡结构强度降低。结果表明,由于床面粗糙度以及桥墩间距的影响,沿流深形成具有不同雷诺数的流会影响串联情况的流态类型。除了增强流动结构的沉迷度外,当前的详细测量结果还可用于数值模型的验证。

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