Motivation
The most accurate way to simulate Aquifer Expansion (or shrinkage) is full-field 3D Dynamic Flow Model where Aquifer Expansion is treated as one of the fluid phases and accounts of geological heterogeneities, gas fluid properties, relperm properties and heat exchange with surrounding rocks. Unfortunately, in many practical cases the detailed information on the aquifer is not available which does not allow a proper modelling of aquifer expansion using a geological framework. Besides many practical applications require only knowledge of cumulative water influx from aquifer under pressure depletion. This allows building an Aquifer Drive Models using analytical methods.
Inputs & Outputs
Inputs | Outputs | ||
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p(t) | field-average formation pressure at time moment t | Q^{\downarrow}_{AQ}(t) | Cumulative subsurface water influx from aquifer |
p_i | initial formation pressure | q^{\downarrow}_{AQ}(t) = \frac{dQ^{\downarrow}_{AQ}}{dt} | Subsurface water flowrate from aquifer |
B | water influx constant | ||
\chi | aquifer diffusivity | ||
A_e | net pay area |
Assumptions
Transient flow in Radial Composite Reservoir |
Equations
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See Also
Petroleum Industry / Upstream / Subsurface E&P Disciplines / Field Study & Modelling / Aquifer Drive / Aquifer Drive Models
Reference
1. van Everdingen, A.F. and Hurst, W. 1949. The Application of the Laplace Transformation to Flow Problems in Reservoirs. Trans., AIME 186, 305.
2. Tarek Ahmed, Paul McKinney, Advanced Reservoir Engineering (eBook ISBN: 9780080498836)
3. Klins, M.A., Bouchard, A.J., and Cable, C.L. 1988. A Polynomial Approach to the van Everdingen-Hurst Dimensionless Variables for Water Encroachment. SPE Res Eng 3 (1): 320-326. SPE-15433-PA. http://dx.doi.org/10.2118/15433-PA