Three-dimensional numerical simulation of flow around combined pier based on detached eddy simulation at high Reynolds numbers

被引：6
作者：
Cui W. [1 ,2 ]
Zhang X. [1 ]
Li Z. [1 ,2 ]
Li H. [1 ]
Liu Y. [1 ]
机构：
[1] Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, Shandong
[2] College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong
来源：
Zhang, Xiantang (zzxhtm@163.com) | 1600年 / International Information and Engineering Technology Association卷 / 35期
关键词：
Combined pier; Drag coefficient; High reynolds numbers; Lift coefficient;
D O I：
10.18280/ijht.350112
中图分类号：
学科分类号：
摘要：
The combined section structure has been extensively used in engineering practice. However, there has been little research on the flow around a combined structure. Based on this situation, the numerical simulations of the flow around a combined pier with Reynolds numbers in the range of 1.0×106-2.76×106 are performed. The time histories of lift coefficient and drag coefficient of three combined piers with different types (such as combined cylindrical pier, truncated-cone pier, combined truncated-cone pier) in different water depths are analyzed based on detached eddy simulation (DES) by using the fluid dynamics software FLUENT. The results show that the lift coefficient and drag coefficient between the combined cylindrical pier and the truncated-cone pier are basically the same under the condition of the same water depth. When the water depth is 3.0m, the drag coefficient of the combined truncated-cone pier is smaller than that of the combined cylindrical pier and truncated-cone pier. When the water depth is 4.0m or 5.0m, the drag coefficient of the combined truncated-cone pier is greater than that of the combined cylindrical pier and the truncated-cone pier. The form of the cross section of the submerged portion of the combined pier has a significant influence on the average drag coefficient under the condition of a different water depth.
引用
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页码：91 / 96
页数：5
相关论文
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