Measurement and Characteristic Analysis of Turbulent Flow near Permeable Spur Dike

Jielong Hu, Wang Pingyi, Jie Zhang, Meili Wang, Chen Yafei, Congcong Zhao
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引用次数: 1

Abstract

Received: 7 June 2020 Accepted: 21 August 2020 To disclose the turbulence features near a permeable spur dike, this paper measures the three-dimensional (3D) instantaneous velocity at different vertical lines and depths around the permeable spur dike through acoustic Doppler velocimetry (ADV). The relative turbulence intensity and Reynolds stress were calculated for each measuring point, and the distribution features of different turbulence structures were analyzed along the water depth. Experimental results show that: within the length of the dike, the turbulence intensity and Reynolds stress in the downstream of the dike are much greater than those in the upstream. In the downstream of the dike, the turbulence intensity in the root and body regions peaks in the dike crest layer, but that at other positions minimizes in that layer (but peaks on the water surface or river bottom). In the upstream, ejection and sweeping are the dominant turbulence structures; the two structures also dominate near the free layer at the bottom in the downstream; outward and inward interactions dominate near the dike crest layer in the downstream.
透水丁坝附近湍流的测量与特性分析
为了揭示透水直堤附近的湍流特征,本文采用多普勒测速技术(ADV)测量了透水直堤周围不同垂直线和深度处的三维瞬时速度。计算了各测点的相对湍流强度和雷诺应力,分析了不同湍流结构在水深方向上的分布特征。实验结果表明:在堤防长度范围内,堤防下游湍流强度和雷诺应力远大于上游。在堤坝下游,根部和坝体区域的湍流强度在堤坝波峰层达到峰值,而其他位置的湍流强度在波峰层达到最小(但在水面或河底达到峰值)。在上游,抛射和掠流是主要的湍流结构;在下游底部自由层附近,这两种结构也占主导地位;在下游堤顶层附近,向外和向内相互作用占主导地位。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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