Abstract

Traditionally, steady-state relative permeability is calculated from measurements on small rock samples using Darcy’s law and assuming a homogenous saturation profile and constant capillary pressure. However, these assumptions are rarely correct as local inhomogeneities exist; furthermore, the wetting phase tends to be retained at the outlet–the so-called capillary end effect. We have introduced a new method that corrects the relative permeabilities, analytically, for an inhomogeneous saturation profile along the flow direction. The only data required are the measured pressure drops for different fractional flow values, an estimate of capillary pressure, and the saturation profiles. An optimization routine is applied to find the range of relative permeability values consistent with the uncertainty in the measured pressure. Assuming a homogenous saturation profile systematically underestimates the relative permeability and this effect is most marked for media where one of the phases is strongly wetting with a noticeable capillary end effect. Relative permeabilities from seven two-phase flow experiments in centimetre-scale samples with different wettability were corrected while reconciling some hitherto apparently contradictory results. We reproduce relative permeabilities of water-wet Bentheimer sandstone that are closer to other measurements in the literature on larger samples than the original analysis. Furthermore, we find that the water relative permeability during waterflooding a carbonate sample with a wide range of pore sizes can be high, due to good connectivity through the microporosity. For mixed-wet media with lower capillary pressure and less variable saturation profiles, the corrections are less significant.

Details

Title
A Method to Correct Steady-State Relative Permeability Measurements for Inhomogeneous Saturation Profiles in One-Dimensional Flow
Author
Zhang, Guanglei 1   VIAFID ORCID Logo  ; Foroughi, Sajjad 2 ; Bijeljic, Branko 2 ; Blunt, Martin J. 2 

 Hebei University of Technology, School of Civil and Transportation Engineering, Tianjin, China (GRID:grid.412030.4) (ISNI:0000 0000 9226 1013); Imperial College London, Department of Earth Science and Engineering, London, UK (GRID:grid.7445.2) (ISNI:0000 0001 2113 8111) 
 Imperial College London, Department of Earth Science and Engineering, London, UK (GRID:grid.7445.2) (ISNI:0000 0001 2113 8111) 
Pages
837-852
Publication year
2023
Publication date
Sep 2023
Publisher
Springer Nature B.V.
ISSN
01693913
e-ISSN
15731634
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2847153369
Copyright
© The Author(s) 2023. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.