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Liquid interfaces in viscous straining flows ... - Itai Cohen Group

Liquid interfaces in viscous straining flows ... - Itai Cohen Group

Liquid interfaces in viscous straining flows ... - Itai Cohen Group

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<strong>Liquid</strong> <strong><strong>in</strong>terfaces</strong> <strong>in</strong> <strong>viscous</strong> stra<strong>in</strong><strong>in</strong>g <strong>flows</strong> 185(a)0.100.08h0.060.04(h c – h)/h c10 010 –110 –210 –5 10 –4(b)0.0210 –310 –6010 –610 210 –4 10 –2 10 0(Q c – Q)/Q c10 –3 10 –2 10 –1 10 010 110 010 0κ10 –1(k c – k)/k c10 010 –210 –210 –6 10 –4 10 –210 –1 (Q c – Q)/Q c10 –310 –6 10 –4 10 –2 10 0(Q c – Q)/Q cFigure 4. Evolution of the calculated steady-state hump shape with withdrawal flux Q.The model parameters are S =0.2 and p 0 =0.01. We f<strong>in</strong>d the transition flow rate to beQ c =0.0731094. Us<strong>in</strong>g fits to the numerical data at this flow rate, we f<strong>in</strong>d that the hump heighth c =0.09680 and the hump curvature κ c =76.453. (a) Humpheighth vs. Q c − Q/Q c . The <strong>in</strong>setshows (h c − h)/h c approaches saturation as √ (Q c − Q)/Q c .(b) Mean curvature κ at hump tipversus Q. The <strong>in</strong>set shows (κ c − κ)/κ c approaches saturation as √ (Q c − Q)/Q c . The dashedl<strong>in</strong>e depicts a square-root power law.This suggests there exists an <strong>in</strong>termediate critical shape perturbation that neitherdecays nor grows upwards, but simply rema<strong>in</strong>s steady over time (figure 5a). Thiscritical shape perturbation would correspond to an unstable hump solution.Figure 5(b) illustrates the evolution of the hump curvature as a function of theflow rate for stable and unstable hump solutions. At low withdrawal flux values,

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