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Transient pressure of percolation through one dimension porous media with threshold pressure gradient

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Abstract

This paper studies the transient pressure of percolation during one production and one shutting in one dimension porous media with threshold pressure gradient, the differential equations are derived and solved with numerical computation. Basing on numerical solution, it is analyzed that: 1. the relation between the steady pressure at well bore (or at endpoint) and threshold pressure gradient, shut-in time, and the corresponding formulae are derived; 2. the regulation of transient pressure peak. The result is very useful and will help experiments and applications in the development of low permeability reservoirs with threshold pressure gradient.

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Abbreviations

B :

formation volume factor

C D :

coefficient of dimensionless well-bore storage

k :

standard permeability

p :

pressure

r :

radical coordinate

s :

well-bore spin factor

ϕ:

porosity

C 1 :

composite compressibility

h :

height of reservoir

L :

length of cylindrical core

Q :

production

t :

time

x :

Cartesian coordinate

μ :

viscosity

ψ:

threshold pressure gradient

t :

shut-in time

D :

dimensionless units

i :

initial state

c :

constant units

w :

well bore (or endpoint)

f :

moving boundary

m :

steady state

References

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  4. Li Fenhua, Liu Ciqun: Pressure transient analysis for unsteady porous flow with start-up pressure derivative [J].Well Testing, 1997,6(1):1–4 (in Chinese)

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(Note: The upper units are used by International System of Units)

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Fuquan, S., Ciqun, L. & Fanhua, L. Transient pressure of percolation through one dimension porous media with threshold pressure gradient. Appl Math Mech 20, 27–35 (1999). https://doi.org/10.1007/BF02459270

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  • DOI: https://doi.org/10.1007/BF02459270

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