ISFV14 - 14th International Symposium on Flow Visualization June 21-24, 2010, EXCO Daegu, Korea MASS TRANSFER- AND CFD-VISUALIZATION IN HIGH-VISCOSITY AND NON-NEWTONIAN FLOW IN REGULAR STRUCTURES C. Schill*, G. Zheng**, P. Gschwind*** *now: Bühler AG, Pasta and Extruded Products, Uzwil, Switzerland ** now: FMP Technology GmbH, Erlangen, Germany *** ILB, Food Process Engineering, University of Hohenheim, Germany KEYWORDS: Main subject(s): mass transfer visualization Fluid: high-viscosity Newtonian and shear-thinning non-Newtonian fluids Visualization method(s): Mass transfer, CFD Other keywords: regular structures (plate heat exchangers, spacers) ABSTRACT : Flow characteristics in regular structures (plate heat exchanger geometries, spacers) have been investigated with a mass transfer method and CFD for high-viscosity as well as Non-Newtonian fluids, extending the work done by Kottke and his co-workers in [1],[2]. The measuring method is based on convective mass transfer with a coupled chemisorption of an anionic dye (Acidol-Blau 3 GX) to polyamide. The technique gives the mass transfer distribution as color density distribution. The evaluation of the measurements is carried out with image processing through a scanner. The CFD calculations were carried out with ANSYS-CFX. Fig. 1 shows the geometrical parameters of the corrugated structure, typical for plate heat exchanger geometry. This is investigated in the low-Reynolds number regime for dimensionless a 11 and an angle of attack of 15 90°. A comparison wavelengths /a between 4 = 30°, Re = 1 and a Newtonian 85% glycerolbetween CFD and experiment for /a = 10, water-mixture is made. Secondary flows and an increase of mass transfer can be observed near the ridge of the corrugation, as well as low mass transfer in the valleys of the corrugated duct. Fluids showing a non-Newtonian flow behavior, i.e. a shear-thinning behavior, are investigated experimentally with the mass transfer method, using a transparent shear-thinning liquid (Methocel K 15M, n<1) for a variety of spacer-filled channels. Fig. 2 shows the geometrical parameters for the spacer-filled channel, which are investigated for Reynolds-numbers Re a 11, an angle of between 0.1 Re 80, dimensionless wavelengths /a between 4 of 15 90° and n-values between 0.3 n 1. Comparisons with CFD attack calculations for creeping flow were performed. The calculated mass transfer in a single diamond of a spacer filled channel for creeping flow is presented. 1 Fig. 1 Geometric parameters of corrugated structures ISFV14 – Daegu / Korea – 2010 Fig.2 Geometric parameters of spacer-filled channels. SCHILL, ZHENG, GSCHWIND 1 General Introduction Regular structures have a number of applications in food technology. Regular corrugated structures in crosswise orientation are a typical geometry used in plate heat exchangers to enhance heat transfer, incite turbulence and guarantee mechanical stability (Fig.1). In membrane modules on the other hand, e.g. ultrafiltration and electrodialysis, regular structures of cylinders in crossed arrays, so-called spacers spacers, have several functions: on one hand, they are used as stabilisators (supporting nets) between the membrane sheets, on the other hand they serve as turbulence promoters to homogenize and increase the heat and mass transfer rates (Fig.2). In spiral-wound modules, they enhance wall shear stress and promote eddy mixing, thereby reducing wall concentration polarization and fouling. In this paper, flow characteristics in regular structures (e.g. plate heat exchanger geometries, spacers) have been investigated with a mass transfer method and CFD for high-viscosity as well as NonNewtonian fluids. For experimental flow visualization and for the determination of local and integral mass transfer coefficients in Non-Newtonian media a measuring method for mass transfer is used, which was developed in previous work for Newtonian media [1],[2]. It is based on convective mass transfer with a coupled chemisorption of an anionic dye (Acidol-Blau 3 GX) to polyamide. ANSYS CFX, a finite volume method (FVM) based commercial CFD code was used as the solver in this work for CFD flow visualization and local mass transfer. For FVM numerical analysis, mesh generation is used to decompose computational domains into finite volumes and the boundaries replaced by a number of simple patches. Then for every volume, the governing equations (conservation of mass, momentum and energy) are solved based upon an integral form of the partial differential equations. As a mesh generator, ICEM CFD was used to generate mesh. In order to simulate the mass transfer, an equation describing the concentration of the added species was solved simultaneously with the Navier-Stokes equation. 2 Experimental and CFD Results 2.1 High viscosity flow in regular corrugated structures Corrugated structures in crosswise orientation are composed of passages formed by corrugated layers with opposite orientation of the corrugation lines. The main geometrical parameters of such structures are the inclination angle , the wavelength , the amplitude a and the shape of the corrugation (Fig. 1). This is investigated in the low-Reynolds number regime for dimensionless wavelengths /a between /a 11 and an angle of attack of 15 90°, see [3]. 4 In the numerical simulations with ANSYS CFX the Navier-Stokes-, energy- and concentration equation were solved. Fully developed, stationary, laminar, isothermal flow is assumed. Here the mass transfer in single diamonds of the corrugated structure is calculated, assuming periodicity over flow ISFV14 – Daegu / Korea – 2010 2 Mass transfer- and CFD-visualization in high-viscosity and non-Newtonian flow in regular structures length. The boundary layer is finely meshed, for a single diamond, all in all, ca. 800.000 knot points are used. Figure 3 shows the region of computation. A diffusion coefficient of DAcidol = 5 10-5 m2/s is used. Fig. 4 shows a comparison between CFD and experiment for /a = 10, = 30°, Re = 1 and a Newtonian 85% glycerol-water-mixture. Figure 4, left side, shows that the mass transfer on the front side of the structure is better than in the trough of the structure. This is caused by an impingement of the flow on the height of the structure, which leads to a higher mass transfer, shown by the greenyellow color and the corresponding higher Shx numbers in the CFD results. On the lee side of the altitude lines and in the separation zones in the troughs of the structure the mass transfer is distinctly lower, characterized by the blue color and the corresponding lower Shx numbers. Fig. 3 Computational region Fig. 4 Computed and experimental mass transfer in a single diamond of cross-flow corrugated structures, Newtonian flow, /a= 10, = 30°, Re =1. The dimensionless Sh-number Shx is calculated as ( x ) dh D Acidol Sh x c / n wall dh c m c wall (1) The dimensionless Re-number for the corrugated structures, Re h w dh (2) is based on a hydraulic diameter of dh 4 ai k fi 2 ai B (3) Experiments were carried out in a water channel. An 85% glycerol-water-mixture was used to achieve a high viscosity flow, giving a dynamic viscosity of = 799 mPas (20°C). To the mixture an anionic dye (Acidol-Blau 3 GX) as transferable reacting mass component is added in very small concentration. ISFV14 – Daegu / Korea – 2010 3 SCHILL, ZHENG, GSCHWIND One of the walls is coated with a polyamide foil. The transferred dye is adsorbed and chemically bound in the surface layer of the polyamide. The technique gives the local mass transfer distribution directly as color density distribution (Fig.4, right side). Flow direction here is from the left to the right. The white area without mass transfer is caused by the contact point of the corrugated structures. Following this point, a streak with very low mass transfer is observed. A warped line with low mass transfer can also be observed, both in computational and experimental mass transfer. The mass transfer for cross-wise corrugated structures in high viscosity fluid for different wavelengths and inclination angles is shown in the following figure, (Fig.5). Fig. 5 Visualization of mass transfer in corrugated structures, 5.5 Oa 10, 15 60°, Re = 1. 2.2 Non-Newtonian Flow in Spacer-filled channels Numerous foods show a non-Newtonian flow behavior. The majority shows a shear-thinning behavior, which is investigated here in detail. The aim of this work is to establish a method to analyze flow and transport phenomena in various geometry for non-Newtonian media, extending the work done in [1], [2]. As example for the Non-Newtonian flow, the flow and transport phenomena in rectangular channels with spacers are analyzed, typical for membrane separation processes with viscous media and small channel heights. The main geometrical parameters of these structures are the inclination angle , the wavelength , the amplitude a and the shape of the spacer structure. Fig. 2 shows the geometrical parameters for the spacer-filled channel. They are investigated for Reynolds-numbers Re between 0.1 Re 80, dimensionless wavelengths O/a between 4 Oa 11, an angle of attack M of 15 90° and n-values between 0.3 n 1. ISFV14 – Daegu / Korea – 2010 4 Mass transfer- and CFD-visualization in high-viscosity and non-Newtonian flow in regular structures In the experiments, a transparent shear-thinning liquid (Methocel K 15 M, n material, which can be described with a modified power-law behavior (Eq.4). m 0 ⎛ ⎞ 1 ⎜ 0⎟ & ⎝K ⎠ 1) is used as working (5) 1 n Through a variation of the concentration of the added material as well as the temperature, the viscosity can be adjusted in a wide range (Table 1), which is interesting for numerous foods. The viscosity is measured with a rotational viscometer. C [wt%] 0 0.25 0.5 0.75 1 1.25 n [-] 1 0.57 0.51 0.47 0.36 0.35 0 [Pas] 0.015 0.11 0.16 0.95 2.26 K [kg/ms2-n] 0.001 0.27 0.87 1.52 8.10 14.29 Table 1 Modified power law rheological parameters for Methocel K15M in different concentrations. The Reynolds-number here is calculated as a Non-Newtonian Reynolds-number for a modified powerlaw model with w dh R eM 0 (a b ) (1 ) (6) a*,b* being geometric correction parameters for the spacers, and * a so-called Reynolds correction factor, see [6]. For a single diamond, the specific hydraulic diameter can be calculated to dh,d 4 Vf Sw 8 1 a 4 a (7) 2 In Figure 6, the color intensity directly corresponds to the local transferred mass. Flow direction is from the left to the right. The white areas without mass transfer are caused through the contact of the spacer structure. Fig. 6 Experimental wall mass transfer for spacer diamonds over flow length for Non-Newtonian flow, /a = 11, = 60°, Re = 1, c = 0.5% Methocel. ISFV14 – Daegu / Korea – 2010 5 SCHILL, ZHENG, GSCHWIND ANSYS CFX, a finite volume method (FVM) based commercial CFD code was used as the solver in this work. For FVM numerical analysis, mesh generation is used to decompose computational domains into finite volumes and the boundaries replaced by a number of simple patches. Then for every volume, the governing equations (conservation of mass, momentum and energy) are solved based upon an integral form of the partial differential equations. As a mesh generator, ICEM CFD was used to generate mesh. To save computing time, the simulation was focused on single diamonds of the spacer grid. Figure 7 shows the mesh for a single-diamond of the spacer-filled channel. Figure 8 shows the calculated mass transfer in a single diamond of a spacer filled channel for creeping flow for very low Re-number (Re = 10-5). Red corresponds to high mass transfer and blue to low mass transfer. Mass transfer near to the contact lines is found to be very low. The ratio of this very low mass transfer area was found to be a function of /a, not of the inclination angle . The smaller the wavelength is, the larger the region with very low mass transfer. Fig. 7 Computational domain of a single diamond of a spacer-filled channel Fig.8 Computed mass transfer for creeping flow in a diamond of a spacer-filled channel, NonNewtonian flow, /a = 11 = 15°, Re = 10-5. Three-dimensional flow visualization was carried out for the single diamonds under periodic interface boundary conditions, which corresponds to fully developed laminar flow (Fig.9). Creeping flow was simulated under low Reynolds number conditions to avoid flow separation. Flow strongly depends on geometry parameters, (Fig. 9). ISFV14 – Daegu / Korea – 2010 6 Mass transfer- and CFD-visualization in high-viscosity and non-Newtonian flow in regular structures Fig. 9 Computed flow for single diamonds of a spacer-filled channel, 4 a 11, 15 60°. Three basic flow types can be observed, a “corkscrew flow” in spacer with small inclination angles and large wavelengths, “channel flow” for large inclination angles and small wavelengths, and an intermediate “mixing flow” for in-between inclination angles and wavelengths, (Fig. 9), for higher Renumber Newtonian flow, see [4], [5]. ISFV14 – Daegu / Korea – 2010 7 SCHILL, ZHENG, GSCHWIND 3 Nomenclature A A’ a ai a* B b b* c D dH L K kfi n Re Sh Sf Vf w projected surface area developed surface area amplitude amplitude sine wave geometric correction factor duct width transferred mass density geometric correction factor concentration diffusion coefficient hydraulic diameter length of test section fluid consistency A’/A flow index Reynolds number Sherwood number free cross section volume mean flow velocity Greek symbols [m2] [m2] [m] [m] [-] [m] [g/m2] [-] [m2/s] [m] [m] [kg/ms2-n] [-] [-] [-] [-] [m2] [m3] [m/s] & m mass transfer coefficient Reynolds correction factor shear rate viscosity apparent viscosity viscosity wavelength of the sine duct wavelength of the spacer viscosity inclination angle [m2/s] [-] [1/s] [mPas] [Pa s] [mPas] [m] [m] [m2/s] 4 References 1. 2. 3. 4. 5. 6. Kühnel, W, Kottke, V., Visualization and determination of mass transfer at solid walls in fluid flow, Int. Symposium on Fluid Control, Measurement and Visualization, Flucome, Toulouse, France 1994. Kühnel, W. Experimentelle Methoden zur Sichtbarmachung und Messung des lokalen Stoffübergangs an festen Wänden, Dissertation, University of Hohenheim, 1997. Schill, C. Strömungs- und Transportvorgänge bei kleinen Reynoldszahlen in gekreuzten Strukturen von Plattenwärmeübertragern, Dissertation, University of Hohenheim, 2010 (in press). Zimmerer, C. Strömungs- und Transportvorgänge in Kanälen mit gekreuzten Gitterstrukturen, Dissertation, University of Hohenheim, 1998. Zimmerer, C, Gschwind, P, Gaiser, G and Kottke, V. 2002, Comparison of heat and mass transfer in different heat exchanger geometries with corrugated walls, Experimental thermal and fluids Science Vol. 26 (No. 2-4), pp 269-273, 2002. Zheng, G. Neue Messtechniken für die Analyse der Strömungsvorgänge und des örtlichen Stoffübergangs in nicht-Newtonschen Fluiden, Dissertation, University of Hohenheim, 2010 (in press) Copyright Statement The authors confirm that they, and/or their company or institution, hold copyright on all of the original material included in their paper. They also confirm they have obtained permission, from the copyright holder of any third party material included in their paper, to publish it as part of their paper. The authors grant full permission for the publication and distribution of their paper as part of the ISFV14 proceedings or as individual off-prints from the proceedings. ISFV14 – Daegu / Korea – 2010 8
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