1993
DOI: 10.1017/s0022112093001922
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Flow of Newtonian and non-Newtonian fluids in concentric and eccentric annuli

Abstract: Three components of mean velocity and the corresponding Reynolds shear stresses have been measured in fully developed concentric and eccentric annulus flows of a Newtonian fluid at bulk-flow Reynolds numbers of 8900 and 26600 and a weakly elastic shear-thinning polymer at effective bulk-flow Reynolds numbers of 1150, 6200 and 9600. The diameter ratio was 0.5 with eccentricities of 0, 0.5 and 1.0, and the use of a Newtonian fluid of refractive index identical to that of the Perspex working section facilitated t… Show more

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Cited by 151 publications
(127 citation statements)
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References 15 publications
(7 reference statements)
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“…This is reasonably close to the DNS-results of Chung et al (2002), who simulated the same geometry but at a lower Reynolds number (8900) and obtained a position of 0.45 times the channel width and a maximum of 1.18 times the mean flow velocity. There is also reasonable agreement with experimental values of Nouri et al (1993), who located the maximal velocity of 1.22 times the bulk velocity at 0.43 times the channel width. The exact location of the maximum velocity in comparison to the point of zero Reynolds shear stresses has been a point of debate in the literature, with some authors stating that they coincide (Boersma and Breugem (2011)), while others state they do not (Chung et al (2002)).…”
Section: Sensitivity Of the Mean Velocity Profilesupporting
confidence: 89%
“…This is reasonably close to the DNS-results of Chung et al (2002), who simulated the same geometry but at a lower Reynolds number (8900) and obtained a position of 0.45 times the channel width and a maximum of 1.18 times the mean flow velocity. There is also reasonable agreement with experimental values of Nouri et al (1993), who located the maximal velocity of 1.22 times the bulk velocity at 0.43 times the channel width. The exact location of the maximum velocity in comparison to the point of zero Reynolds shear stresses has been a point of debate in the literature, with some authors stating that they coincide (Boersma and Breugem (2011)), while others state they do not (Chung et al (2002)).…”
Section: Sensitivity Of the Mean Velocity Profilesupporting
confidence: 89%
“…The work of Nouri et al (1993) stands out among experimental studies on turbulent flow in annular sections. These authors analyzed turbulent flow in vertical annular sections (concentric and eccentric) without the effect of rotation of the inner cylinder.…”
Section: Introductionmentioning
confidence: 99%
“…Maximal same eccentricity and diameter ratio and close Reynolds number Re = 8900. Mean velocity profiles of present simulation in the wide and narrow gaps are compared with experimental data of Nouri et al (1993) in the figure 7(a). The agreement is very good in both cases.…”
Section: Flow Field Simulation Resultsmentioning
confidence: 98%