首页> 外文期刊>Journal of hydroscience and hydraulic engineering >AN EXPERIMENTAL STUDY ON FLOW FIELD IN AND AROUND RUBBLE MOUND RIVER STRUCTURES
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AN EXPERIMENTAL STUDY ON FLOW FIELD IN AND AROUND RUBBLE MOUND RIVER STRUCTURES

机译:卵石河道结构及其周围流场的实验研究

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In order to understand more clearly hydrodynamics of rubble mound weirs and groins as environmentally-friendly river structures, the flow fields around them were experimentally investigated. In a physical model experiment, the flow inside the structure was visualized by adjusting the refraction indexes between the working fluid and the materials of the rubble. Velocity vectors were obtained by means of PIV. It was found that mass and momentum exchange between the main flow and the rubble's porous media was predominant around the upstream and downstream corners of the weir and the groin, where streamline was rapidly contracted. Therefore, turbulence energy was significantly produced there, which eventually caused a high intensity of turbulence. The turbulent structure in the rubble mound was almost independent of ambient flow fields, and was also primarily influenced by the rubble-pore arrangement.
机译:为了更清楚地理解瓦砾堰和腹股沟作为环境友好型河流结构的水动力,对它们周围的流场进行了实验研究。在物理模型实验中,通过调整工作流体与瓦砾材料之间的折射率来可视化结构内部的流动。通过PIV获得速度载体。发现在主流和瓦砾的多孔介质之间的质量和动量交换主要在堰和腹股沟的上游和下游拐角附近,在那里流线迅速收缩。因此,在那里显着产生湍流能量,最终导致高强度的湍流。瓦砾堆中的湍流结构几乎与环境流场无关,并且还主要受瓦砾孔排列的影响。

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