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Modeling a decrease in hydraulic losses during turbulent flow in a U-bend channel with a circular cavern with a large opening angle

机译:在具有大打开角度的圆形洞穴的U形弯通道中,湍流期间水力损失的减少建模

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摘要

The Reynolds equations for incompressible viscous fluid, closed using the Menter shear-stress-transfer model modified with allowance for the curvature of flow lines, have been numerically solved using multiblock computational technologies. The obtained solution has been used to calculate the turbulent flow in a U-bend channel containing a circular cavern with a variable opening angle. Predictions based on the results of numerical simulations agree well with the experimental data of Savelsberg and Castro at moderate cavern opening angles. It is established that hydraulic losses in a U-bend channel with completely open cavern are significantly (by similar to 25%) decreased as compared to those in a smooth channel at Re = 10(5).
机译:使用多块计算技术在数值上求解了不可压缩粘性流体的雷诺方程,该方程使用Menter剪应力传递模型进行了修正,并考虑了流线的曲率而进行了修正。所获得的解已用于计算U形弯曲通道中的湍流,该U形弯曲通道包含一个具有可变张角的圆形洞穴。基于数值模拟结果的预测与Savelsberg和Castro在中等洞穴开放角度下的实验数据非常吻合。已经确定,与Re = 10(5)的光滑通道相比,完全打开的洞穴的U形弯通道的水力损失显着降低(降低了25%)。

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