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An Entropic Model for the Assessment of Streamwise Velocity Dip in Wide Open Channels

机译:广泛通道中流动速度倾度评估的熵模型

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摘要

The three-dimensional structure of river flow and the presence of secondary currents, mainly near walls, often cause the maximum cross-sectional velocity to occur below the free surface, which is known as the “dip” phenomenon. The present study proposes a theoretical model derived from the entropy theory to predict the velocity dip position along with the corresponding velocity value. Field data, collected at three ungauged sections located along the Alzette river in the Grand Duchy of Luxembourg and at three gauged sections located along three large rivers in Basilicata (southern Italy), were used to test its validity. The results show that the model is in good agreement with the experimental measurements and, when compared with other models documented in the literature, yields the least percentage error.
机译:河流的三维结构和二次电流的存在,主要是墙壁附近,通常会导致自由表面以下发生最大横截面速度,这被称为“浸”现象。本研究提出了一种从熵理论中得出的理论模型,以预测速度浸位以及相应的速度值。在沿着卢森堡大公爵和沿着巴斯利卡塔(Southern Intaly)的三个大河流(南部意大利)的三个大河畔,沿着Alzette River的三个未凝固部分收集的现场数据用于测试其有效性。结果表明,该模型与实验测量良好,与文献中记录的其他模型相比,产生百分比误差。

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