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首页> 外文期刊>Journal of the Brazilian Society of Mechanical Sciences and Engineering >Numerical investigation of flow pattern around a T-shaped spur dike in the vicinity of attractive and repelling protective structures
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Numerical investigation of flow pattern around a T-shaped spur dike in the vicinity of attractive and repelling protective structures

机译:T型支堤附近有吸引力和排斥的保护结构周围的流动模式的数值研究

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This piece of research simulated the flow pattern around a T-shaped spur dike in the vicinity of attractive and repelling protective structures in a 90 degrees bend using computational fluid dynamic (CFD) model. This CFD analysis has utilized RNG turbulence model to simulate turbulent flow field, and free surface variations were modeled through finite volume of fluid. A comparison between mean velocities in the main spur dike field was indicative of an acceptable precision of CFD model in simulating flow pattern along river bends in the presence of a spur dike. This numerical model mainly aimed at a scrutinizing study of the process of flow pattern around the T-shaped spur dike, the maximum velocity variations, the secondary flow strength, and the maximum stresses along the bend and the main spur dike field. Results demonstrated an increase in the maximum shear stress in attractive and repelling modes of the protective structure by 23.5 and 17.6, respectively, in comparison with the vertical mode.
机译:这项研究使用计算流体动力学 (CFD) 模型模拟了 90 度弯曲中吸引和排斥保护结构附近的 T 形支堤周围的流动模式。该 CFD 分析利用 RNG 湍流模型来模拟湍流场,并通过有限体积的流体对自由表面变化进行建模。主支堤场平均速度的比较表明,在存在支堤的情况下,CFD模型在模拟沿河弯的流动模式时具有可接受的精度。该数值模型主要针对T型支堤周围的流动模式过程、最大速度变化、二次流动强度以及沿弯道和主支堤场的最大应力进行仔细研究。结果表明,与垂直模式相比,保护结构在吸引和排斥模式下的最大剪应力分别增加了23.5%和17.6%。

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