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首页> 外文期刊>Advances in Water Resources >Entropic model application to identify cross-sectional flow effect on velocity distribution in a large amplitude meandering channel
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Entropic model application to identify cross-sectional flow effect on velocity distribution in a large amplitude meandering channel

机译:熵模型应用,以识别大幅度蜿蜒频道中速度分布的横截面流动效应

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摘要

Literature shows the application of the entropy concept in open channels flow. No existing research has been addressed to the application of the entropy concept for evaluating the effect of secondary flow which especially develops in curved channels. The purpose of this paper is to explore the possibility to evaluate the effect of the secondary flow on the stream-wise velocity distribution starting only from the knowledge of the surface velocity and the entropic concept application. The analysis is conducted with the aid of data collected in a large-amplitude meandering laboratory flume for two different values of the width-to-depth ratio. Results show that the location of the maximum velocity varies not only along the bend but also along the water depth, depending on the relative entity of the cross-circulation and the convective flow acceleration. It has been also verified that the entropic parameter varies along the bend as a function of the width-to-depth ratio. The application of the entropic model to the examined cases has allowed the verification that not only the shape of the velocity profile but also the bed shear stress evolution along the bend could be estimated by the entropic model starting from the knowledge of the surface velocity only.
机译:文献显示熵概念在开放通道流中的应用。在熵概念的应用中没有解决了对评估曲线中特别发展的二次流动影响的熵概念的应用。本文的目的是探讨仅从表面速度和熵概念应用的知识开始探讨次流量对流明智速度分布的影响。该分析是借助于在大幅蜿蜒的实验室水槽中收集的数据进行的,用于两个不同的宽度与深度比值。结果表明,最大速度的位置不仅沿着弯曲而且沿着水深而变化,具体取决于交叉循环的相对实体和对流流量加速度。还验证了熵参数沿弯曲变化为宽度与深度比的函数。熵模型在检查病例中的应用允许验证不仅可以通过仅从表面速度的知识开始估计速度曲线的形状,而且可以通过熵模型来估算沿着弯曲的床剪切应力进化。

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