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Imaging and Measurement of Pore‐Scale Interfacial Curvature to Determine Capillary Pressure Simultaneously With Relative Permeability

There are a number of challenges associated with the determination of relative permeability and capillary pressure. It is difficult to measure both parameters simultaneously on the same sample using conventional methods. Instead, separate measurements are made on different samples, usually with diff...

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Published in:Water resources research 2018-09, Vol.54 (9), p.7046-7060
Main Authors: Lin, Qingyang, Bijeljic, Branko, Pini, Ronny, Blunt, Martin J., Krevor, Samuel
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description There are a number of challenges associated with the determination of relative permeability and capillary pressure. It is difficult to measure both parameters simultaneously on the same sample using conventional methods. Instead, separate measurements are made on different samples, usually with different flooding protocols. Hence, it is not certain that the pore structure and displacement processes used to determine relative permeability are the same as those when capillary pressure was measured. Moreover, at present, we do not use pore‐scale information from high‐resolution imaging to inform multiphase flow properties directly. We introduce a method using pore‐scale imaging to determine capillary pressure from local interfacial curvature. This, in combination with pressure drop measurements, allows both relative permeabilities and capillary pressure to be determined during steady state coinjection of two phases through the core. A steady state waterflood experiment was performed in a Bentheimer sandstone, where decalin and brine were simultaneously injected through the core at increasing brine fractional flows from 0 to 1. The local saturation and the curvature of the oil‐brine interface were determined. Using the Young‐Laplace law, the curvature was related to a local capillary pressure. There was a detectable gradient in both saturation and capillary pressure along the flow direction. The relative permeability was determined from the experimentally measured pressure drop and average saturation obtained by imaging. An analytical correction to the brine relative permeability could be made using the capillary pressure gradient. The results for both relative permeability and capillary pressure are consistent with previous literature measurements on larger samples. Key Points The local capillary pressure was measured and quantified during imbibition using a pore‐scale curvature‐based image analysis The relative permeability was found from the measured pressure drop with an analytical correction for the capillary pressure gradient The capillary pressure and relative permeability can be measured directly and simultaneously in the flow experiment
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It is difficult to measure both parameters simultaneously on the same sample using conventional methods. Instead, separate measurements are made on different samples, usually with different flooding protocols. Hence, it is not certain that the pore structure and displacement processes used to determine relative permeability are the same as those when capillary pressure was measured. Moreover, at present, we do not use pore‐scale information from high‐resolution imaging to inform multiphase flow properties directly. We introduce a method using pore‐scale imaging to determine capillary pressure from local interfacial curvature. This, in combination with pressure drop measurements, allows both relative permeabilities and capillary pressure to be determined during steady state coinjection of two phases through the core. A steady state waterflood experiment was performed in a Bentheimer sandstone, where decalin and brine were simultaneously injected through the core at increasing brine fractional flows from 0 to 1. The local saturation and the curvature of the oil‐brine interface were determined. Using the Young‐Laplace law, the curvature was related to a local capillary pressure. There was a detectable gradient in both saturation and capillary pressure along the flow direction. The relative permeability was determined from the experimentally measured pressure drop and average saturation obtained by imaging. An analytical correction to the brine relative permeability could be made using the capillary pressure gradient. The results for both relative permeability and capillary pressure are consistent with previous literature measurements on larger samples. Key Points The local capillary pressure was measured and quantified during imbibition using a pore‐scale curvature‐based image analysis The relative permeability was found from the measured pressure drop with an analytical correction for the capillary pressure gradient The capillary pressure and relative permeability can be measured directly and simultaneously in the flow experiment</description><identifier>ISSN: 0043-1397</identifier><identifier>EISSN: 1944-7973</identifier><identifier>DOI: 10.1029/2018WR023214</identifier><language>eng</language><publisher>Washington: John Wiley &amp; Sons, Inc</publisher><subject>Brines ; Capillary flow ; Capillary pressure ; Coinjection ; Curvature ; Decalin ; Flooding ; Imaging ; Imaging techniques ; Measurement methods ; Membrane permeability ; Multiphase flow ; Permeability ; Porosity ; Pressure ; Pressure drop ; Pressure gradients ; relative permeability ; Saline water ; Sandstone ; Saturation ; Sedimentary rocks ; Steady state ; X‐ray microtomography</subject><ispartof>Water resources research, 2018-09, Vol.54 (9), p.7046-7060</ispartof><rights>2018. 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It is difficult to measure both parameters simultaneously on the same sample using conventional methods. Instead, separate measurements are made on different samples, usually with different flooding protocols. Hence, it is not certain that the pore structure and displacement processes used to determine relative permeability are the same as those when capillary pressure was measured. Moreover, at present, we do not use pore‐scale information from high‐resolution imaging to inform multiphase flow properties directly. We introduce a method using pore‐scale imaging to determine capillary pressure from local interfacial curvature. This, in combination with pressure drop measurements, allows both relative permeabilities and capillary pressure to be determined during steady state coinjection of two phases through the core. A steady state waterflood experiment was performed in a Bentheimer sandstone, where decalin and brine were simultaneously injected through the core at increasing brine fractional flows from 0 to 1. The local saturation and the curvature of the oil‐brine interface were determined. Using the Young‐Laplace law, the curvature was related to a local capillary pressure. There was a detectable gradient in both saturation and capillary pressure along the flow direction. The relative permeability was determined from the experimentally measured pressure drop and average saturation obtained by imaging. An analytical correction to the brine relative permeability could be made using the capillary pressure gradient. The results for both relative permeability and capillary pressure are consistent with previous literature measurements on larger samples. 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ispartof Water resources research, 2018-09, Vol.54 (9), p.7046-7060
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source Wiley Online Library AGU 2016
subjects Brines
Capillary flow
Capillary pressure
Coinjection
Curvature
Decalin
Flooding
Imaging
Imaging techniques
Measurement methods
Membrane permeability
Multiphase flow
Permeability
Porosity
Pressure
Pressure drop
Pressure gradients
relative permeability
Saline water
Sandstone
Saturation
Sedimentary rocks
Steady state
X‐ray microtomography
title Imaging and Measurement of Pore‐Scale Interfacial Curvature to Determine Capillary Pressure Simultaneously With Relative Permeability
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