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Permeable Triangular Vanes Effect On Turbulent Flow Field | ||
Civil Engineering Infrastructures Journal | ||
مقالات آماده انتشار، پذیرفته شده، انتشار آنلاین از تاریخ 23 تیر 1403 اصل مقاله (485.91 K) | ||
نوع مقاله: Technical Notes | ||
شناسه دیجیتال (DOI): 10.22059/ceij.2024.364855.1957 | ||
نویسندگان | ||
Sara Ahmadi Adli1؛ Akram Abbaspour* 2؛ Ali Hosseinzadeh Dalir3؛ Javad Parsa3 | ||
1Dept. Water Science and Engineering, Faculty of Agriculture, University Of Tabriz, Iran | ||
2Dept. Water Science and Engineering, Faculty Of Agriculture, University Of Tabriz, Iran | ||
3Dept. Water Science and Engineering, Faculty of Agriculture, University of Tabriz, Iran | ||
چکیده | ||
In recent years, new river restoration techniques are proposed to improve river ecosystem. In this study, large eddy simulation model (LES) was used to simulate the turbulent flow field around the triangular vanes affected by different permeability rates and vanes angle. Depth-averaged velocity and bed shear stress distributions are affected due to the local effects of the triangular vanes structure, however by increasing the permeability rate, these structures impacts on the flow field have been reduced. On average, maximum bed shear stress values around the simulated vanes are 3.47 times the τ_Mean. Tip velocity near the bed region for the 70% permeable vane with θ =58° and θ =68° is 1.13 times the V_app. Thalweg line alignment affected by the flow field constriction and local flow structure. Due to the triangular vanes cross-sectional opening and smoother flow deflection which varies between 4º-30º, thalweg line generally showed a minor deflection from the channel centerline. | ||
کلیدواژهها | ||
Large Eddy Simulation؛ Permeability؛ Triangular Vanes؛ Turbulent Flow؛ Vanes Angle | ||
آمار تعداد مشاهده مقاله: 165 تعداد دریافت فایل اصل مقاله: 158 |