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STONE STABILITY UNDER DECELERATING OPEN-CHANNEL FLOW

机译:减速开放式流动下的石头稳定性

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The current research is aimed at finding a proper relation between flow forces acting on the bed and the bed response. To this end, experiments were carried out in which both the bed response (quantified by a dimensionless entrainment rate) and the flow field (velocity and turbulence intensity distributions) are measured. The three available stability parameters, which are used to quantify for the flow forces, were evaluated using the measured data. The focus of the evaluation is on the correlation of these stability parameters with the measured bed damage expressed in terms of the dimensionless entrainment rate. The experimental results confirm that the Shields stability parameter fails to predict bed damage for non-uniform flow conditions (R~2=0.18). In contrast, the stability parameters of Jongeling et al. (2003) and Hofland (2005) give better damage predictions (R~2 = 0.77). The results confirm the strong influence of the velocity and turbulence intensity distributions on the stability of bed material.
机译:目前的研究旨在找到一种在床上的流动力与床反应之间的适当关系。为此,进行实验,其中测量床响应(通过无量纲夹带速率量化)和流场(速度和湍流强度分布)。使用测量数据评估用于量化流量的三种可用稳定性参数。评估的重点是在这些稳定参数与测量的床损伤的相关性,以无量纲夹带速率表达。实验结果证实,屏蔽稳定性参数未能预测非均匀流动条件的床损伤(R〜2 = 0.18)。相比之下,Jongeling等人的稳定性参数。 (2003)和Hofland(2005)给出更好的伤害预测(R〜2 = 0.77)。结果证实了速度和湍流强度分布对床材料稳定性的强烈影响。

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