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A study of time integration schemes for the numerical modelling of ...

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A. MALIDI, S. DUFOUR AND D. N’DRIFigure 6. Plots at t = t ref <strong>for</strong> <strong>the</strong> Von Karman vortex street problem: (a) horizontal velocity component;(b) vertical velocity component; and (c) pressure.variations <strong>of</strong> t n . This can be explained by <strong>the</strong> fact that when <strong>the</strong> drop reaches its steadystateshape, we still observe very small de<strong>for</strong>mations <strong>of</strong> <strong>the</strong> free surface that are captured by<strong>the</strong> transient error estimator. Figure 8 illustrates <strong>the</strong> <strong>time</strong> evolution <strong>of</strong> <strong>the</strong> jump in pressure.The fact that (p 1 − p 2 ) → 1 is an indication that <strong>the</strong> steady-state is reached. Streamlines arealso useful to determine if <strong>the</strong> steady-state <strong>of</strong> a free surface ow is reached. It can be seenin Figure 9(a) that <strong>the</strong> streamlines do not cross <strong>the</strong> free surface, which is ano<strong>the</strong>r goodindication that <strong>the</strong> <strong>numerical</strong> strategy allows us to reach <strong>the</strong> steady-state <strong>of</strong> this problem, withno parasitic currents. Ano<strong>the</strong>r indication that <strong>the</strong> surface tension-driven ow simulation isper<strong>for</strong>med accurately is <strong>the</strong> smooth transition <strong>of</strong> pressure, with no irregularities, as illustratedin Figure 9(b).Copyright ? 2005 John Wiley & Sons, Ltd.Int. J. Numer. Meth. Fluids (in press)

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