Technical Papers
Aug 21, 2014

Coupling Discrete-Element Method and Computation Fluid Mechanics to Simulate Aggregates Heating in Asphalt Plants

Publication: Journal of Engineering Mechanics
Volume 141, Issue 3

Abstract

Lowering production temperature in warm mix asphalt technology may lead to inadequate drying of aggregates, which results in moisture stripping of pavement. Because of the difficulty in direct observation of drying and heating aggregates inside the dryer, numerical analysis offers an alternative way to study heat transfer and aggregate temperature revolution. In this paper, coupled computational fluid dynamics (CFDs) and the discrete-element method (DEM) are used to simulate aggregate movement and heat transfer in a simple drum. The effects of aggregate size, drum rotation speed, flights, and fluid temperature on aggregate temperature evolution and heating efficiency are studied. The results show that a coupled CFD-DEM technique is an appropriate approach to study aggregate movement and temperature evolutions in the drum directly. Small particles can be heated more easily than large particles. Optimum drum rotation speed and inner flights could improve heating efficiency. In addition, higher fluid temperature could reduce the heating time of particles to reach a target mixing temperature. Preliminary results may provide useful guidelines for operating and designing the mixing drum efficiently.

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References

Bluhm-Drenhaus, T., Simsek, E., Wirtz, S., and Scherer, V. (2010). “A coupled fluid dynamic-discrete element simulation of heat and mass transfer in a lime shaft kiln.” Chem. Eng. Sci., 65(9), 2821–2834.
CFDEMproject. (2013). “CFDEM-Open source CFD, DEM and CFD-DEM.” 〈http://cfdem.dcs-computing.com〉. (Jul. 3, 2013).
Corrigan, M. (2013). “Warm mix asphalt scan.” 〈http://www.warmmixasphalt.com/submissions/76_20080325_2007WarmMixAsphaltSCAN_NAPA2008.pdf〉. (Jul. 16, 2013).
Cundall, P. A., and Strack, O. D. L. (1979). “A discrete numerical model for granular assemblies.” Géotechnique, 29(1), 47–65.
Diefenderfer, S., and Hearon, A. (2008). “Laboratory evaluation of a warm asphalt technology for use in Virginia.” Final Rep. VTRC 09-R11, Virginia Transportation Research Council, Charlottesville, VA.
Fries, L., Antonyuk, S., Heinrich, S., and Palzer, S. (2011). “DEM–CFD modeling of a fluidized bed spray granulator.” Chem. Eng. Sci., 66(11), 2340–2355.
Goniva, C., Kloss, C., Hager, A., and Pirker, S. (2010). “An open source CFD-DEM perspective.” Proc., 5th OpenFOAM Workshop, OpenCFD, Bracknell, U.K.
Hobbs, A. (2009). “Simulation of an aggregate dryer using coupled CFD and DEM methods.” Int. J. Comput. Fluid Dyn., 23(2), 199–207.
Kvasnak, A., West, R., Moore, J., Turner, P., and Tran, N. (2009). “Case study of warm-mix asphalt moisture susceptibility in Birmingham, Alabama.” Proc., TRB 88th Annual Meeting (CD-ROM), Transportation Research Board, Washington, DC.
LeGuen, L., Huchet, F., and Tamagny, P. (2011). “Drying and heating modelling of granular flow: Application to the mix-asphalt processes.” J. Appl. Fluid Mech., 4(2), 71–80.
Li, J., and Mason, D. J. (2000). “A computational investigation of transient heat transfer in pneumatic transport of granular particles.” Powder Technol., 112(3), 273–282.
LIGGGHTS-PUBLIC-2.3.2 [Computer software]. Linz, Austria, DCS Computing.
OpenCFD. (2013). “OpenFOAM: The open source CFD toolbox.” 〈http://www.openfoam.com.〉. (Jul. 3, 2013).
OpenFOAM-2.2.x [Computer software]. Bracknell, U.K., OpenCFD.
Plimpton, S. J. (1995). “Fast parallel algorithms for short-range molecular dynamics.” J. Comput. Phys., 117(1), 1–19.
Suzzi, D., Radl, S., and Khinast, J. G. (2010). “Local analysis of the tablet coating process: Impact of operation conditions on film quality.” Chem. Eng. Sci., 65(21), 5699–5715.
van Buijtenen, M. S., van Dijk, W.-J., Deen, N. G., Kuipers, J. A. M., Leadbeater, T., and Parker, D. J. (2011). “Numerical and experimental study on multiple-spout fluidized beds.” Chem. Eng. Sci., 66(11), 2368–2376.
West, R., Rodezno, C., Julian, G., and Prowell, B. (2014). “Engineering properties and field performance of warm mix asphalt technologies.” NCHRP 9-47 Final Rep., National Center for Asphalt Technology, Auburn, AL.
Wielinski, J., Hand, A., and Rausch, D. M. (2009). “Laboratory and field evaluation of foamed warm mix asphalt projects.” Transportation Research Record 2126, Transportation Research Board, Washington, DC.
Xiao, F., Amirkhanian, S. N., and Putman, B. J. (2010). “Evaluation of rutting resistance in warm-mix asphalts containing moist aggregate.” Transportation Research Record 2180, Transportation Research Board, Washington, DC.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 141Issue 3March 2015

History

Received: Dec 21, 2013
Accepted: Jul 24, 2014
Published online: Aug 21, 2014
Published in print: Mar 1, 2015

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Authors

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Haifang Wen, M.ASCE [email protected]
P.E.
Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164 (corresponding author). E-mail: [email protected]
Graduate Research Assistant, Dept, of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164. E-mail: [email protected]

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