首页> 外文会议>21st CSCE Canadian Hydrotechnical Conference 2013: Including Recent Flood Management Lessons in Canada >NUMERICAL ANALYSIS OF TURBULENT FLOW THROUGH MODEL TRASHRACKS IN OPEN CHANNELS AND CLOSED CONDUITS
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NUMERICAL ANALYSIS OF TURBULENT FLOW THROUGH MODEL TRASHRACKS IN OPEN CHANNELS AND CLOSED CONDUITS

机译:敞开通道和封闭管道中湍流通过模型湍流的数值分析

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Trashracks consist of an array of vertical bars that are typically fitted at the inlet of hydraulic power generating units to prevent large debris from damaging turbines. Trashracks may also prevent larger fish from being entrained into turbines and may influence their movement behavior. Trashracks produce energy losses which can be partly attributed to the turbulent large scale flow structures generated by the bars. Therefore there is a need, both from the fish protection and head loss perspectives, to more accurately predict the magnitude and patterns of turbulent flow characteristics, and velocity fields around and between the bars. This paper presents numerical investigations of turbulent flow through trashrack bars in open channels and closed conduits. The simulations were performed using the 3D ANSYS CFX-12. Two classes of turbulence closure models were investigated: the Reynolds-Averaged Navier-Stokes (RANS) and the Reynolds stress models (RSM). Experimental tests from University of Manitoba, Canada were used to evaluate the adopted turbulence models. Predictions were made using bars of various geometrical arrangements, blockage ratios, and approach flow velocities. Comparisons of the turbulence models were performed by matching the measured water surface, pressure head and velocity profiles; iso-contours of mean velocity, and turbulent quantities. The results showed that all the models predict both the trends and values of the mean velocity as well as pressure head and water surface profiles upstream and downstream of the bar racks, rather well. However the standard k-omega turbulence closure model produced more satisfactory results over the other models in simulating the water surface and velocity profiles as well as the turbulence quantities; whereas the standard k-epsilon turbulence closure model produced consistently more satisfactory results with lowest computational time over the other models in simulating the pressure head profiles. The results show that the near wake turbulent structure was strongly influenced by the bar spacing (blockage ratio) rather than the approach velocity.
机译:垃圾桶由一排垂直杆组成,通常安装在水力发电单元的入口处,以防止大碎屑损坏涡轮机。垃圾箱还可能阻止大鱼被带入涡轮机,并可能影响其运动行为。垃圾桶产生的能量损失可部分归因于钢筋产生的湍流大规模流动结构。因此,从鱼类保护和头部损失的角度出发,都需要更准确地预测湍流特征的大小和模式以及棒周围和棒之间的速度场。本文介绍了在开放通道和封闭管道中通过垃圾桶杆的湍流流动的数值研究。使用3D ANSYS CFX-12进行了仿真。研究了两类湍流闭合模型:雷诺平均纳维-斯托克斯(RANS)和雷诺应力模型(RSM)。来自加拿大曼尼托巴大学的实验测试被用来评估采用的湍流模型。使用各种几何布置,阻塞比和进场流速的棒进行预测。通过匹配测得的水面,压头和速度曲线进行湍流模型的比较;等速线和湍流等值线。结果表明,所有模型都很好地预测了平均速度的趋势和值,以及棒架上游和下游的压头和水表面轮廓。然而,在模拟水面和速度剖面以及湍流量方面,标准的k-ω湍流闭合模型产生了比其他模型更令人满意的结果。而标准k-ε湍流闭合模型在模拟压力头轮廓方面比其他模型始终以更短的计算时间产生了更令人满意的结果。结果表明,近尾湍流结构受杆间距(阻塞比)的影响很大,而不是接近速度的影响。

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