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Measurements of Instantaneous Bed Pressure in a Backward-facing Step Flow

机译:落叶步骤流动中瞬时床压的测量

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A revetment block which is located just downstream of a weir is sometimes destroyed during the flood. Nakagawa et al. (1987) pointed out that the one of the reason why the revetment is destroyed is instantaneous pressure fluctuations near the bed. The drag and lift forces acting on the bed materials above the bed are measured by many researchers. Turbulent structure in open-channel flows behind a backward-facing step is also investigated by making use of a PIV and LDA. In contrast, pressure fluctuations on the bed have not been measured, due to its difficulty. In this study, simultaneously measurements of turbulent structure, pressure on the bed wall and water surface fluctuations in a backward-facing step flow were conducted with a PIV, PTV and a supersonic wave gage. It was found that the instantaneous pressure increases when the K-H instability vortex, which is generated behind the backward-facing step, is falling toward the bed wall. The instantaneous re-attachment point is moving to upward and downward, alternately. This instantaneous deviation value from the time averaged re-attachment length is about 40%. The instantaneous pressure on the bed is not so controlled by the water surface fluctuations, i. e., 3%-10%.
机译:位于堰下游的装饰块有时会在洪水期间销毁。 Nakagawa等人。 (1987)指出,破坏破坏的原因之一是床附近的瞬时压力波动。作用在床上面的床材料上的阻力和提升力由许多研究人员衡量。通过利用PIV和LDA,还研究了落后步骤后面的开放式步骤后面的湍流结构。相比之下,由于其困难,尚未测量床上的压力波动。在该研究中,通过PIV,PTV和超声波测量进行湍流结构,同时测量湍流结构,床壁上的压力和后向步长流动的水表波动。发现当在后面的步骤后面产生的K-H不稳定性涡流时,瞬时压力增加,朝向床墙落下。瞬时重新附着点交替地移动到向上和向下。从时间平均重新连接长度的这种瞬时偏差值约为40%。床上的瞬时压力不受水表面波动的控制,i。即,3%-10%。

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