Revisiting the Drainage Relative Permeability Measurement by Centrifuge Method Using a Forward–backward Modeling Scheme |
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Authors: | Majid Saeedi Mehran Pooladi-Darvish |
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Institution: | (1) Alberta Energy and Utilities Board, 4999-98th Avenue, Edmonton, AB, Canada, T6B 2X3;(2) Hycal Energy Laboratories Ltd, 1338 A-36th Avenue NE, Calgary, AB, Canada, T2E 6T6 |
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Abstract: | Measurement of drainage relative permeability by the centrifuge method was first introduced by Hagoort (SPE J. 29(3):139–150,
1980). It has been shown that capillary end effects can cause error in the measurement of relative permeability if a minimum
rotational speed is not honoured. To determine the minimum rotational speed that makes the capillary end effect negligible,
ω
min, we propose that the value of capillary-gravity number, N
cg, should be of the order of 10−2 or smaller. This conclusion is based on the use a Forward–backward scheme consisting of a forward numerical simulator developed
for centrifuge experiments and applying Hagoort’s method as a backward model. The article presents the use of this Forward–backward
scheme as a powerful tool for error analysis such as determining the impact of capillary end effects. By using this loop,
we first determine ω
min for specific core and fluid properties. Later, we generalize the ω
min calculations by using the definition of N
cg as a “rule of thumb” for designing relative permeability experiments by centrifuge method. We also demonstrate another use
of this loop for controlling the quality of the experimental data. |
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Keywords: | |
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