A phase-field approach is presented for the numerical simulation of two fluid forced flow in channels. The difference in physical properties of the two components is handled following a quasi-incompressible approach (J. Lowengrub and L. Truskinovsky, Proc. R. Soc. Lond. A, 1998). The axisymmetric form of the Navier-Stokes and Cahn-Hilliard equations system is solved, and the numerical results presented here consider a narrow pipe of radius R = 1mm, where buoyancy effects are neglected.Results of three simulations for the evolution of spherical and elongated hexane bubbles in water for Re = 220 and We = 96 are reported

A phase field approach for two phase flow simulations / Stalio, Enrico; Mencinger, J.; Zun, I.. - STAMPA. - (2005), pp. 95-101. (Intervento presentato al convegno IIR International conference tenutosi a Vicenza nel Aug. 31 - Sept. 2, 2005).

A phase field approach for two phase flow simulations

STALIO, Enrico;
2005

Abstract

A phase-field approach is presented for the numerical simulation of two fluid forced flow in channels. The difference in physical properties of the two components is handled following a quasi-incompressible approach (J. Lowengrub and L. Truskinovsky, Proc. R. Soc. Lond. A, 1998). The axisymmetric form of the Navier-Stokes and Cahn-Hilliard equations system is solved, and the numerical results presented here consider a narrow pipe of radius R = 1mm, where buoyancy effects are neglected.Results of three simulations for the evolution of spherical and elongated hexane bubbles in water for Re = 220 and We = 96 are reported
2005
IIR International conference
Vicenza
Aug. 31 - Sept. 2, 2005
95
101
Stalio, Enrico; Mencinger, J.; Zun, I.
A phase field approach for two phase flow simulations / Stalio, Enrico; Mencinger, J.; Zun, I.. - STAMPA. - (2005), pp. 95-101. (Intervento presentato al convegno IIR International conference tenutosi a Vicenza nel Aug. 31 - Sept. 2, 2005).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11380/466823
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