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Dynamic lift on an artificial static armor layer during highly unsteady open channel flow

机译:在高度不稳定的明渠流动过程中人工静态防护层的动态升力

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摘要

The dynamic lift acting on a 100 mm × 100 mm section of a static armor layer during unsteady flow is directly measured in a series of physical experiments. The static armor layer is represented by an artificial streambed mold, made from an actual gravel bed. Data from a total of 190 experiments are presented, undertaken in identical conditions. Results show that during rapid discharge increases, the dynamic lift on the streambed repeatedly exhibits three clear peaks. The magnitude of the observed lift depends on the following hydrograph characteristics: (1) the initial flow depth; (2) the ramping duration and therefore the ramping rate; and (3) the total discharge increase. An adjusted unsteadiness parameter combines those three hydrograph characteristics for rapid discharge increases. Direct correlations between the unsteadiness parameter and the measured dynamic lift during unsteady flow are presented. In addition, the armor layer porosity showed a major impact on the observed effects. It is shown that increasing bed porosity leads to decreasing dynamic lift.
机译:在一系列的物理实验中,可以直接测量在不稳定流动期间作用在静态铠装层100 mm×100 mm截面上的动态升力。静态铠装层由人造河床模具代表,该模具由实际的砾石床制成。给出了在相同条件下进行的总共190个实验的数据。结果表明,在快速排放增加的过程中,流床上的动态升力反复出现三个清晰的峰值。观测到的升力大小取决于以下水文特征:(1)初始流量深度; (2)斜坡持续时间,以及斜坡速度; (3)总排放量增加。调整后的不稳定参数结合了这三个水文特征,可快速增加流量。给出了非稳态参数与非稳态流动过程中测得的动态升力之间的直接相关性。另外,铠装层的孔隙率对观察到的影响显示出主要影响。结果表明,增加的孔隙度会导致动态升力降低。

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