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Transition Flow in Step-Pool Systems: Pressure Distributions and Drag Forces

机译:阶梯池系统中的过渡流:压力分布和拉力

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Step-pool systems occur naturally in steep mountain streams and as man-made structures in steep channel sections where they serve as energy dissipating structures. Three different flow regimes may occur. The dominant flow regime is the cascading nappe flow regime. At higher discharges the skimming flow regime develops with an almost plane water surface. In between these flow regimes a transition flow regime occurs. A physical model was used to measure the pressure distribution around a single step for a particular step-pool geometry and for different flow regimes (nappe/transition/skimming). To achieve this, 14 simultaneously recording piezoresistive pressure transducers were distributed around the step. The results showed that the regime change from nappe to transition flow is associated with a discontinuity of the average Froude number of a step-pool unit as well as drops in pressures and water depth. Relative instantaneous drag forces reached a maximum for this regime change. This implies that the regime change from nappe to transition flow is a critical loading case with respect to the stability of the steps. On the other hand, the mean drag forces showed little systematic variation as the flow rate changed with a large spread in results for measurements repeated at the same flow. Thus, for the nappe and transition flow regimes, the mean drag force is not a good criterion to use to predict step stability. The occurrence of the different flow regimes could be related to the average Froude number of a step-pool unit. The results have practical implications for the design of step-pool systems.
机译:阶梯池系统自然地出现在陡峭的山间溪流中,并作为人造结构出现在陡峭的河道段中,在那里它们用作能量消散结构。可能发生三种不同的流动状态。主导的流动状态是级联的尿布流动状态。在较高的流量下,撇油流态在几乎平坦的水表面处发展。在这些流动状态之间发生过渡流动状态。物理模型用于测量特定阶跃池几何结构和不同流态(推覆/过渡/撇渣)的单个阶跃附近的压力分布。为此,在台阶周围分布了14个同时记录的压阻式压力传感器。结果表明,从推覆流向过渡流的状态变化与阶跃池单元的平均弗洛伊德数的不连续以及压力和水深的下降有关。对于这种状态变化,相对的瞬时阻力达到最大。这意味着从阶跃流向过渡流的状态变化是一个关于阶跃稳定性的关键载荷情况。另一方面,平均阻力显示出很小的系统变化,因为流量变化时,以相同流量重复进行测量的结果分布较大。因此,对于尿布和过渡流态,平均阻力不是用来预测阶跃稳定性的好标准。不同流态的出现可能与步进池单元的平均弗洛德数有关。结果对步进池系统的设计具有实际意义。

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