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Sequential Methods for Coupled Geomechanics and Multiphase Flow

Sequential Methods for Coupled Geomechanics and Multiphase Flow

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5.6. NUMERICAL EXAMPLES 161<br />

log ||e ||<br />

10 Pd<br />

Dimensionless pressure P d =(P−P i )/P i<br />

0<br />

−0.5<br />

−1<br />

−1.5<br />

−2<br />

−2.5<br />

−3<br />

Convergence analysis of pressure<br />

−3.5<br />

FC<br />

Fixed−stress (1 iter)<br />

−4<br />

−8 −7.5 −7 −6.5 −6 −5.5 −5 −4.5 −4<br />

log (∆ t )<br />

10 d<br />

0.4<br />

0.35<br />

0.3<br />

0.25<br />

0.2<br />

0.15<br />

0.1<br />

0.05<br />

Pressure distribution along the vertical axis<br />

∆ t d =2.94×10 −6<br />

∆ t d =1.17×10 −6<br />

∆ t d =5.87×10 −7<br />

∆ t d =2.94×10 −7<br />

∆ t d =1.17×10 −7<br />

∆ t d =5.87×10 −8<br />

∆ t d =2.94×10 −8<br />

True solution<br />

0<br />

0 0.5 1 1.5<br />

Dimensionless distance (z/Lz)<br />

Figure 5.17: Convergence of the fixed-stress split <strong>for</strong> Case 5.5 when Kest dr = K3D<br />

dr . Top:<br />

convergence of pressure. Bottom: pressure distribution along the vertical axis (X-Y section).<br />

∆td = 4cv∆t/LxLz.

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