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Sequential Methods for Coupled Geomechanics and Multiphase Flow

Sequential Methods for Coupled Geomechanics and Multiphase Flow

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6.3. STAGGERED NEWTON SCHEME WITH IMPES 179<br />

equation is written as<br />

where<br />

B s ud =<br />

⎡<br />

⎣<br />

B s ud<br />

⎡<br />

⎣ Û<br />

⎤ ⎡<br />

⎦ = ⎣<br />

ˆPo<br />

0<br />

⎤<br />

⎦, (6.56)<br />

0<br />

<br />

Kud<br />

h γe − b2 <br />

M2p<br />

h 2(1 − cos θ) b2i sin θ<br />

2<br />

A s,n<br />

u 2i sin θ<br />

2 γe<br />

A s,n<br />

p hγe + T n s ∆t<br />

h<br />

From det(Bs ud ) = 0, the error amplification factors are obtained as<br />

γe = 0,<br />

Kud<br />

2 (1 − cos θ)γe<br />

b2Mmp (BoT n o + BwT n w) ∆t<br />

h2 2(1 − cos θ)<br />

<br />

1<br />

Mmp + (BoT n o + BwT n w) ∆t<br />

h2 . (6.57)<br />

2(1 − cos θ)<br />

Since 0 ≤ γe < 1, the undrained split with IMPES has no additional restriction on<br />

convergence unless the fluids are incompressible.<br />

6.3.3 Fixed-strain split<br />

The fixed-strain split predicts the strain change of the flow problem from the previous<br />

iteration step as in Equation 6.38. Then the error equation <strong>for</strong> flow becomes<br />

hA s,n<br />

e<br />

p<br />

k+1<br />

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 />

h<br />

) − T n s<br />

h<br />

⎤<br />

⎦ .<br />

<br />

e k+1<br />

<br />

− 2ek+1 + ek+1 = 0. (6.58)<br />

Po,j+1 Po,j Po,j−1<br />

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

method, we obtain the matrix equation as<br />

⎡<br />

⎣ As,n p hγe + T n s ∆t<br />

h 2 (1 − cos θ)γe A s,n<br />

u 2i sin θ<br />

b2i sin<br />

2<br />

θ<br />

2γe <br />

B<br />

⎤<br />

⎦<br />

Kdr<br />

h 2 (1 − cos θ) γe<br />

<br />

s sn<br />

⎡<br />

⎣ ˆ ⎤ ⎡<br />

Po<br />

⎦ = ⎣<br />

Û<br />

0<br />

⎤<br />

⎦.<br />

0<br />

(6.59)

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