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Sequential Methods for Coupled Geomechanics and Multiphase Flow

Sequential Methods for Coupled Geomechanics and Multiphase Flow

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180 CHAPTER 6. COUPLED MULTIPHASE FLOW AND GEOMECHANICS<br />

From det(B s sn) = 0, we have<br />

γe = 0, −<br />

Kdr<br />

which yields the additional condition <strong>for</strong> convergence as<br />

6.3.4 Fixed-stress split<br />

b 2<br />

<br />

1<br />

Mmp + (BoT n o + BwT n w) ∆t<br />

h2 , (6.60)<br />

2 (1 − cos θ)<br />

τ ≡ b2 Mmp<br />

Kdr<br />

< 1. (6.61)<br />

The fixed-stress split with IMPES predicts the strain change of the flow problem as Equa-<br />

tion 6.45. Then, the error equation <strong>for</strong> flow is<br />

<br />

hA s,n<br />

p + b2<br />

− T n s<br />

h<br />

KdrBw<br />

e k+1<br />

Po,j<br />

∆t<br />

<br />

e k+1<br />

− 2ek+1 + ek+1<br />

Po,j+1 Po,j Po,j−1<br />

e k Po,j<br />

∆t<br />

hAs,n u<br />

+<br />

∆t (−<br />

ek U<br />

j− 1<br />

2<br />

− e k U j+ 1 2<br />

b2<br />

−<br />

KdrBw<br />

<br />

h<br />

)<br />

= 0. (6.62)<br />

The error equation <strong>for</strong> mechanics is the same as Equation 6.41. Using the spectral<br />

method, the matrix equation is written as<br />

where<br />

⎡<br />

B s ss<br />

⎡<br />

⎣ ˆ ⎤ ⎡<br />

Po<br />

⎦ = ⎣<br />

Û<br />

0<br />

⎤<br />

⎦, (6.63)<br />

0<br />

Bs ss = ⎣ As,n p hγe + T n s ∆t<br />

b2<br />

h 2 (1 − cos θ) + KdrBw (γe − 1) A s,n<br />

u 2i sin θ<br />

2γ From det(B s ss) = 0, we have<br />

b2i sin θ<br />

2 γe<br />

Kdr<br />

h 2 (1 − cos θ)γe<br />

γe = 0 , (6.64)<br />

⎤<br />

⎦.

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