平面上旋涡与埋置圆柱相互作用的数值模拟

IF 0.8 4区 工程技术 Q4 ENGINEERING, CIVIL Teknik Dergi Pub Date : 2019-11-01 DOI:10.18400/TEKDERG.432310
M. Aköz, O. Şimşek, N. G. Soydan
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引用次数: 4

摘要

在B/D=0.50的埋深比下,对部分埋深水平圆柱体周围的湍流特性进行了数值研究。在1000≤Re D≤7000的范围内,使用ANSYS Fluent对流动的控制方程进行了数值求解,这些流动具有与通过粒子图像速度计测量雷诺数的速度场相关的实验相同的条件。采用标准k-e、重整化群k-e、可实现k-e、修正k-ω、剪切应力输运k-w和雷诺应力湍流模型。数值结果的实验验证表明,剪切应力输运k-w模型比本文使用的其他湍流模型对湍流的运动学特性提供了更好的预测。在雷诺数为1000£Re D£7000的情况下,对埋深比B/D=0、0.25和0.5的力系数也进行了数值预测。
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Numerical Modeling of Interaction of Vortical Flow with a Buried Circular Cylinder on a Plane Surface
Turbulent flow characteristics around a partially buried horizontal circular cylinder are investigated numerically for the burial ratio of B/D =0.50. The governing equations are numerically solved using ANSYS-Fluent for the flows having the same conditions with the experiments related to measurements of velocity field by Particle Image Velocimetry for Reynolds numbers based on the cylinder diameter, in the ranges of 1000 ≤ Re D ≤ 7000 . Standard k - e , Renormalization-group k - e , Realizable k - e , Modified k - ω , Shear Stress Transport k - w and Reynolds Stress turbulence models are employed. Experimental validations of the numerical results show that Shear Stress Transport k - w model provides better predictions for the kinematic properties of the t urbulent  flow than the other turbulence models used herein. Force coefficients also predicted numerically at Reynolds numbers in the ranges of 1000 £ Re D £ 7000 for the burial ratio, B/D =0, 0.25 and 0.5.
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来源期刊
Teknik Dergi
Teknik Dergi 工程技术-工程:土木
自引率
30.80%
发文量
65
审稿时长
>12 weeks
期刊介绍: The scope of Teknik Dergi is naturally confined with the subjects falling in the area of civil engineering. However, the area of civil engineering has recently been significantly enlarged, even the definition of civil engineering has somewhat changed. Half a century ago, engineering was simply defined as “the art of using and converting the natural resources for the benefit of the mankind”. Today, the same objective is expected to be realised (i) by complying with the desire and expectations of the people concerned and (ii) without wasting the resources and within the sustainability principles. This change has required an interaction between engineering and social and administrative sciences. Some subjects at the borderline between civil engineering and social and administrative sciences have consequently been included in the area of civil engineering. Teknik Dergi defines its scope in line with this understanding. However, it requires the papers falling in the borderline to have a significant component of civil engineering.
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