Consider the figure below where AX=1000 ft, AY=750 ft, AZ-50 ft, Kx=50, PHI=27%, μ-30 cp, Pi-4500 psi, B=1 RB/STB, B=1 RB/STB, Ct= 1.6*106 psi¹, At-10 days. 40 STB/D 150 STR/D 100 STA/D II i 9 8 Calculate pressure distribution across the reservoir for one time step assume constant pressure boundary conditions (Explicitly). . (Grid block 1 involves injection, Grid block 2 involves production, Grid block 5 involves injection)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider the figure below where AX=1000 ft, AY=750 ft, AZ-50 ft, Kx=50, PHI=27%,
μ-30 cp, Pi=4500 psi, B=1 RB/STB, Bº=1 RB/STB, Ct= 1.6*106 psi-¹, At=10 days.
40 STB/D
150 STA/D
100 STB/D
II I
HAR
AR
8
Ax
Calculate pressure distribution across the reservoir for one time step assume constant
pressure boundary conditions (Explicitly).
. (Grid block 1 involves injection, Grid block 2 involves production, Grid block 5
involves injection)
NO
Transcribed Image Text:Consider the figure below where AX=1000 ft, AY=750 ft, AZ-50 ft, Kx=50, PHI=27%, μ-30 cp, Pi=4500 psi, B=1 RB/STB, Bº=1 RB/STB, Ct= 1.6*106 psi-¹, At=10 days. 40 STB/D 150 STA/D 100 STB/D II I HAR AR 8 Ax Calculate pressure distribution across the reservoir for one time step assume constant pressure boundary conditions (Explicitly). . (Grid block 1 involves injection, Grid block 2 involves production, Grid block 5 involves injection) NO
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