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)

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

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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