Flow Control in a Rectangular Open Channel using Two Impermeable Spur Dikes: A Numerical Study

Hafiz Syed Moazzum Gillani, Zain-ul-Hassan, Hafiz Rana Azeem Sarwar, Muhammad Sohail Jameel, Waqar Hasan, Ehsaan Manzoor, Imran Khan
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Abstract

The present study examines how adjusting vegetation patches in a rectangular open channel with two impermeable spur dikes alters the displacement of the recirculation region. The Reynolds stress turbulence model is implemented via the 3D numerical code FLUENT (ANSYS). Mean stream-wise velocity profiles were drawn at selected positions and at mid of flow depth i.e., 3.5 cm, a horizontal plane is cut through the open channel for analyzing velocity contours and streamline flow. The findings indicate that the stream-wise velocity profiles showed fluctuations in the presence of different shapes and arrangement of cylindrical patch discussed and the maximum velocity within the field of spur dike is of the order of 0.018 m/s due to the prism shape. By changing the position of the cylindrical patch, the location of the recirculation region displaces within the field of impermeable spur dike.
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采用两个不透水丁坝的矩形明渠流量控制的数值研究
本研究考察了在具有两个不透水丁坝的矩形明渠中调整植被斑块如何改变回流区的位移。雷诺应力湍流模型是通过三维数值程序FLUENT(ANSYS)实现的。在选定的位置和流深中间(即3.5 cm)绘制平均流向速度剖面,通过明渠切割一个水平面,用于分析速度等值线和流线流。研究结果表明,在所讨论的不同形状和布置的圆柱形斑块的存在下,顺流速度剖面显示出波动,并且由于棱柱形状,丁坝场内的最大速度约为0.018m/s。通过改变圆柱形补片的位置,回流区的位置在不透水丁坝的范围内发生位移。
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来源期刊
Proceedings of the Pakistan Academy of Sciences: Part A
Proceedings of the Pakistan Academy of Sciences: Part A Computer Science-Computer Science (all)
CiteScore
0.70
自引率
0.00%
发文量
15
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