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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 |
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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 |
doi_str_mv | 10.1029/2018WR023214 |
format | article |
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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 & 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. The Authors.</rights><rights>2018. American Geophysical Union. All rights reserved.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a3684-9ae25916d227dbd322972feb8346ecb6ed16b0bd0529c91cfaeb27e4285088cd3</citedby><cites>FETCH-LOGICAL-a3684-9ae25916d227dbd322972feb8346ecb6ed16b0bd0529c91cfaeb27e4285088cd3</cites><orcidid>0000-0003-0079-4624 ; 0000-0002-8725-0250 ; 0000-0001-5691-9532 ; 0000-0002-9443-3573 ; 0000-0001-6106-0734</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1029%2F2018WR023214$$EPDF$$P50$$Gwiley$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1029%2F2018WR023214$$EHTML$$P50$$Gwiley$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,11493,27901,27902,46443,46867</link.rule.ids></links><search><creatorcontrib>Lin, Qingyang</creatorcontrib><creatorcontrib>Bijeljic, Branko</creatorcontrib><creatorcontrib>Pini, Ronny</creatorcontrib><creatorcontrib>Blunt, Martin J.</creatorcontrib><creatorcontrib>Krevor, Samuel</creatorcontrib><title>Imaging and Measurement of Pore‐Scale Interfacial Curvature to Determine Capillary Pressure Simultaneously With Relative Permeability</title><title>Water resources research</title><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</description><subject>Brines</subject><subject>Capillary flow</subject><subject>Capillary pressure</subject><subject>Coinjection</subject><subject>Curvature</subject><subject>Decalin</subject><subject>Flooding</subject><subject>Imaging</subject><subject>Imaging techniques</subject><subject>Measurement methods</subject><subject>Membrane permeability</subject><subject>Multiphase flow</subject><subject>Permeability</subject><subject>Porosity</subject><subject>Pressure</subject><subject>Pressure drop</subject><subject>Pressure gradients</subject><subject>relative permeability</subject><subject>Saline water</subject><subject>Sandstone</subject><subject>Saturation</subject><subject>Sedimentary rocks</subject><subject>Steady state</subject><subject>X‐ray microtomography</subject><issn>0043-1397</issn><issn>1944-7973</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>24P</sourceid><recordid>eNp90DtPwzAQB3ALgUQpbHwAS6wE_MrDIwqvSkVULahj5CSXYuQkxXaKsrGx8hn5JKQqAxPTDfe7_-kOoVNKLihh8pIRmiznhHFGxR4aUSlEEMuY76MRIYIHlMv4EB0590oIFWEUj9DnpFYr3aywakr8AMp1FmpoPG4rPGstfH98LQplAE8aD7ZShVYGp53dKD9I7Ft8DUOj1g3gVK21Mcr2eGbBbZPwQted8aqBtnOmx0vtX_AcjPJ6A3g2zIHKtdG-P0YHlTIOTn7rGD3f3jyl98H08W6SXk0DxaNEBFIBCyWNSsbiMi85YzJmFeQJFxEUeQQljXKSlyRkspC0qBTkLAbBkpAkSVHyMTrb5a5t-9aB89lr29lmWJkxyrikVEbRoM53qrCtcxaqbG11PVyWUZJtX539ffXA-Y6_awP9vzZbztM542Es-A_8-oNw</recordid><startdate>201809</startdate><enddate>201809</enddate><creator>Lin, Qingyang</creator><creator>Bijeljic, Branko</creator><creator>Pini, Ronny</creator><creator>Blunt, Martin J.</creator><creator>Krevor, Samuel</creator><general>John Wiley & Sons, Inc</general><scope>24P</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7QL</scope><scope>7T7</scope><scope>7TG</scope><scope>7U9</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H94</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>M7N</scope><scope>P64</scope><orcidid>https://orcid.org/0000-0003-0079-4624</orcidid><orcidid>https://orcid.org/0000-0002-8725-0250</orcidid><orcidid>https://orcid.org/0000-0001-5691-9532</orcidid><orcidid>https://orcid.org/0000-0002-9443-3573</orcidid><orcidid>https://orcid.org/0000-0001-6106-0734</orcidid></search><sort><creationdate>201809</creationdate><title>Imaging and Measurement of Pore‐Scale Interfacial Curvature to Determine Capillary Pressure Simultaneously With Relative Permeability</title><author>Lin, Qingyang ; Bijeljic, Branko ; Pini, Ronny ; Blunt, Martin J. ; Krevor, Samuel</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a3684-9ae25916d227dbd322972feb8346ecb6ed16b0bd0529c91cfaeb27e4285088cd3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Brines</topic><topic>Capillary flow</topic><topic>Capillary pressure</topic><topic>Coinjection</topic><topic>Curvature</topic><topic>Decalin</topic><topic>Flooding</topic><topic>Imaging</topic><topic>Imaging techniques</topic><topic>Measurement methods</topic><topic>Membrane permeability</topic><topic>Multiphase flow</topic><topic>Permeability</topic><topic>Porosity</topic><topic>Pressure</topic><topic>Pressure drop</topic><topic>Pressure gradients</topic><topic>relative permeability</topic><topic>Saline water</topic><topic>Sandstone</topic><topic>Saturation</topic><topic>Sedimentary rocks</topic><topic>Steady state</topic><topic>X‐ray microtomography</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lin, Qingyang</creatorcontrib><creatorcontrib>Bijeljic, Branko</creatorcontrib><creatorcontrib>Pini, Ronny</creatorcontrib><creatorcontrib>Blunt, Martin J.</creatorcontrib><creatorcontrib>Krevor, Samuel</creatorcontrib><collection>Wiley Online Library</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Bacteriology Abstracts (Microbiology B)</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Virology and AIDS Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>AIDS and Cancer Research Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Algology Mycology and Protozoology Abstracts (Microbiology C)</collection><collection>Biotechnology and BioEngineering Abstracts</collection><jtitle>Water resources research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lin, Qingyang</au><au>Bijeljic, Branko</au><au>Pini, Ronny</au><au>Blunt, Martin J.</au><au>Krevor, Samuel</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Imaging and Measurement of Pore‐Scale Interfacial Curvature to Determine Capillary Pressure Simultaneously With Relative Permeability</atitle><jtitle>Water resources research</jtitle><date>2018-09</date><risdate>2018</risdate><volume>54</volume><issue>9</issue><spage>7046</spage><epage>7060</epage><pages>7046-7060</pages><issn>0043-1397</issn><eissn>1944-7973</eissn><abstract>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</abstract><cop>Washington</cop><pub>John Wiley & Sons, Inc</pub><doi>10.1029/2018WR023214</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0003-0079-4624</orcidid><orcidid>https://orcid.org/0000-0002-8725-0250</orcidid><orcidid>https://orcid.org/0000-0001-5691-9532</orcidid><orcidid>https://orcid.org/0000-0002-9443-3573</orcidid><orcidid>https://orcid.org/0000-0001-6106-0734</orcidid><oa>free_for_read</oa></addata></record> |
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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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