2021
DOI: 10.1002/pamm.202000139
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Parametric Study on Ridges Inducing Secondary Motions in Turbulent Channel Flow

Abstract: A DNS parametric study of streamwise-aligned rectangular ridges is carried out in a fully developed turbulent channel flow with constant flow rate at Re b = 18000. The simulations were carried out systematically varying the ridge height h, width w and structural wavelength S. The ridges generate a strong large-scale secondary motion, which is measured in terms of the integral swirl strength. Of the presented cases, the configuration with the ridge height h = 0.1 δ, S/w = 4, S = 1 δ produces the strongest secon… Show more

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Cited by 3 publications
(5 citation statements)
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“…The observed increase in friction drag is slightly larger for triangular ridges, which is in agreement with the assumption that a larger friction increase is found for stronger secondary motions (Türk et al 2014;von Deyn et al 2020;Medjnoun et al 2020). Note that the increase in wetted surface area compared to the smooth wall reference case is larger for the rectangular ridges (11.7% ) than for the triangular ones (6.7% ) and thus does not appear to primarily govern the measured drag increase.…”
Section: Reynolds Number Dependency Of the Friction Coefficientsupporting
confidence: 86%
“…The observed increase in friction drag is slightly larger for triangular ridges, which is in agreement with the assumption that a larger friction increase is found for stronger secondary motions (Türk et al 2014;von Deyn et al 2020;Medjnoun et al 2020). Note that the increase in wetted surface area compared to the smooth wall reference case is larger for the rectangular ridges (11.7% ) than for the triangular ones (6.7% ) and thus does not appear to primarily govern the measured drag increase.…”
Section: Reynolds Number Dependency Of the Friction Coefficientsupporting
confidence: 86%
“…The rectangular shaped smooth ridges induce a drag increase of the order of 1 %-2 % only, almost independent of Re b . Note that this value is significantly lower than the drag increase for ridges reported in previous studies (von Deyn et al 2022b) due the present choice of reference channel height. If evaluated based on δ empty , the relative drag increase of the smooth ridges is of the order of 10 %.…”
Section: Turbulent Drag Of Sandpaper Stripscontrasting
confidence: 60%
“…Figure 18 shows data of the case protruding_rgh_δ in comparison to previous numerical results from our group (von Deyn et al 2022b) which has similar ridge dimensions as case ridge_δ. In this case, the ridge has a width of s = δ empty and a height of h = 0.05δ empty .…”
mentioning
confidence: 74%
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