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W_{eD}(t, r_{aD}) = \int_0^{t}
\frac{\partial p_1( t_D, r_D)}{\partial r_D} \Bigg|_{r_D=1} dt_D |
where
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| r_e | net pay area | | solution of unit-pressure radial composite reservoir transient flow LaTeX Math Block Reference |
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– LaTeX Math Block Reference |
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| \frac{\partial p_1}{\partial t_D} = \frac{\partial^2 p_1}{\partial r_D^2} + \frac{1}{r_D}\cdot \frac{\partial p_1}{\partial r_D} |
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| p_1(t_D = 0, r_D)= 0 |
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| p_1(t_D, r_D=1) = 1 |
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| \frac{\partial p_1(t_D, r_D)}{\partial r_D}
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bigg LaTeX Math Block |
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| p_1(t_D, r_D = \infty) = |
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r_a/r_e)} = 0
The Dimensionless Water Influx
is a unique function of time for each dimensionless value of which represents the ratio of external aquifer size to net pay size : LaTeX Math Block |
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r_{aD} = \frac{r_a}{r_e} |
This function is readily tabulated for a wide range of
variations.There are also polynomial approximations.
See Also
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Petroleum Industry / Upstream / Subsurface E&P Disciplines / Field Study & Modelling
[ Depletion ] [ Aquifer ] [ Aquifer Drive @model ] [ van Everdingen-Hurst (VEH) Aquifer Drive @model ]