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首页> 外文期刊>Computational mathematics and modeling >THE EFFECT OF FROUDE NUMBER ON FLOW FIELD OF U-SHAPED CHANNEL ALONG A SIDE WEIR IN SUPERCRITICAL FLOW REGIME
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THE EFFECT OF FROUDE NUMBER ON FLOW FIELD OF U-SHAPED CHANNEL ALONG A SIDE WEIR IN SUPERCRITICAL FLOW REGIME

机译:FRoude数对超临界流动状态下侧堰侧堰流域流域的影响

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摘要

In this study, turbulence of the flow field as well as the flow free surface in a U-shaped channel located along a side weir under supercritical flow conditions are simulated using the RNG k-ε turbulence model and VOF scheme. Comparison of the numerical and laboratory results shows that the numerical model simulates the free surface and characteristics of the flow field with acceptable accuracy. Then, the effects of the upstream Froude number of the side weir on the flow pattern of the main channel are investigated. For all Froude numbers, in the vicinity of the inner bank a free surface drop occurs at the beginning of the side weir upstream, and a surface jump is formed at the final quarter of the side weir length. Across the surface jump, the kinematic energy of water increases and the potential energy decreases. The dividing stream surface and the stagnation zone dimensions increase as the Froude number increases.
机译:在该研究中,使用RNG k-ε湍流模型和VOF方案模拟在超临界流动条件下沿着侧堰位于侧堰的U形通道中的湍流以及流动场的湍流。 数值和实验室结果的比较表明,数值模型以可接受的精度模拟流场的自由表面和特性。 然后,研究了侧堰上游的腹部数量对主通道的流动模式的影响。 对于所有FRoude数字,在内部存储器附近,在上游的侧堰的开始处发生自由表面下降,并且在侧堰长度的最终季度形成表面跳跃。 穿过表面跳跃,水的运动能量增加,势能降低。 随着FRoude数量的增加,分割流表面和停滞区域尺寸增加。

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