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
“…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
Turbulence-induced vibration is typically considered as a type of vibration with one-way coupling between the fluid flow and the structural motion: the turbulence creates an incident force field on the structure, but the structural displacement does not influence the turbulence. It is however challenging to measure the turbulence forcing function experimentally. In this article, the forcing function in annular flow is computed by means of Large-Eddy Simulations. The pressure spectrum is applied to the inner cylinder and the resulting vibration is computed. It is shown that the commonly used multiplication hypothesis does not hold for the present results. The computed spectrum showed an upper limit to the coherence length. The results of these computations are compared to experimental results available in literature and to semi-empirical models. The predicted displacements compared well with experimental results.
“…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
Turbulence-induced vibration is typically considered as a type of vibration with one-way coupling between the fluid flow and the structural motion: the turbulence creates an incident force field on the structure, but the structural displacement does not influence the turbulence. It is however challenging to measure the turbulence forcing function experimentally. In this article, the forcing function in annular flow is computed by means of Large-Eddy Simulations. The pressure spectrum is applied to the inner cylinder and the resulting vibration is computed. It is shown that the commonly used multiplication hypothesis does not hold for the present results. The computed spectrum showed an upper limit to the coherence length. The results of these computations are compared to experimental results available in literature and to semi-empirical models. The predicted displacements compared well with experimental results.
“…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.…”
-Helical flow in an annular space occurs during oil drilling operations. The correct prediction of flow of drilling fluid in an annular space between the wellbore wall and the drill pipe is essential to determine the variation in fluid pressure within the wellbore. This paper presents experimental and CFD simulation results of the pressure drop in the flow of non-Newtonian fluids through a concentric annular section and another section with fixed eccentricity (E = 0.75), using aqueous solutions of two distinct polymers (Xanthan Gum and Carboxymethylcellulose). The hydrodynamic behavior in this annular system was analyzed based on the experimental and CFD results, providing important information such as the formation of zones with preferential flows and stagnation regions.
“…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.…”
A detailed statistical analysis of turbulent flow and heat transfer in eccentric annular duct was performed via direct numerical simulations (DNS) with particular emphasis on the needs of turbulence closure models. A large number of flow characteristics such as components of the Reynolds stress tensor, temperature-velocity correlations and some others were obtained for the first time for such kind of a flow. The results of the paper will serve as a benchmark test case for turbulence modelling, specifically for models intended to be used for flows with partly turbulent regimes.
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