2015
DOI: 10.1051/epjconf/20159202113
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Experimental and Numerical Investigation of Flow Structures around Cylindrical Bluff Bodies

Abstract: It is shown that the numerical and experimental results have a good agreement in respect of the instantaneous and time-averaged flow field patterns of vorticity, velocity component streamwise direction and streamline topology. In addition, drag coefficient of the geometries were also numerically calculated. For all geometries the wake length in x and y directions and size of the foci of the streamlines are decreasing by increasing Reynolds numbers in time-averaged results. The time-averaged flow patterns of bo… Show more

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Cited by 14 publications
(5 citation statements)
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“…The wake length has been obtained as longer at Re = 5000 by using PIV and LES methods for all cases. Furthermore, the longest wake length was yielded for triangular cylinder whereas the square cylinder has the shortest one in this classification [11]. The aim of the present study is to compare different turbulence models in terms of hydrodynamic flow characteristics in order to determine the most proper turbulence model among the investigated ones with respect to the experimental data from the literature.…”
Section: Introductionmentioning
confidence: 96%
“…The wake length has been obtained as longer at Re = 5000 by using PIV and LES methods for all cases. Furthermore, the longest wake length was yielded for triangular cylinder whereas the square cylinder has the shortest one in this classification [11]. The aim of the present study is to compare different turbulence models in terms of hydrodynamic flow characteristics in order to determine the most proper turbulence model among the investigated ones with respect to the experimental data from the literature.…”
Section: Introductionmentioning
confidence: 96%
“…Vectors and streamlines are adopted to study the flow features. Yagmur et al (2015) [5] investigated numerically and experimentally the flow pattern in the wake region of various bluff bodies like a triangle, square and circular cross-section of cylinders placed horizontally and perpendicularly to the flow. The experimental work is carried out in an open channel at water Reynolds numbers 10000 and 5000.…”
Section: Introductionmentioning
confidence: 99%
“…A group of cylinders placed in different arrangements play a vital role in various engineering applications, including the offshore marine industry, the drilling hydrocarbons to the surface, designing the fishnets in fish farms, the analysis of the pipeline seabed, where cylinders are placed in tandem, side-by-side and staggered, respectively. Flow hydrodynamic around a single cylinder are covered in but not limited to [8]; [9]; [10]; [11]; [12]; [13]; [14]; [15]; [16]; [17]; [18] [19]; [20]. Two cylinders in side by side arrangements were considered by not limited to [21]; [22]; [23]; [24]; [25]; [26]; [27]; [28]; [29]; [30]; [31]; [32].…”
Section: Introductionmentioning
confidence: 99%