Interface condition for the Darcy velocity at the water-oil flood front in the porous medium
Flood front is the jump interface where fluids distribute discontinuously, whose interface condition is the theoretical basis of a mathematical model of the multiphase flow in porous medium. The conventional interface condition at the jump interface is expressed as the continuous Darcy velocity and...
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description | Flood front is the jump interface where fluids distribute discontinuously, whose interface condition is the theoretical basis of a mathematical model of the multiphase flow in porous medium. The conventional interface condition at the jump interface is expressed as the continuous Darcy velocity and fluid pressure (named CVCM). Our study has inspected this conclusion. First, it is revealed that the principle of mass conservation has no direct relation to the velocity conservation, and the former is not the true foundation of the later, because the former only reflects the kinetic characteristic of the fluid particles at one position(the interface), but not the different two parts of fluid on the different side of the interface which required by the interface conditions. Then the reasonableness of CVCM is queried from the following three aspects:(1)Using Mukat's two phase seepage equation and the mathematical method of apagoge, we have disproved the continuity of each fluid velocity;(2)Since the analytical solution of the equation of Buckley-Leveret equations is acquirable, its velocity jumps at the flood front presents an appropriate example to disprove the CVCM;(3) The numerical simulation model gives impractical result that flood front would stop moving if CVCM were used to calculate the velocities at the interface between two gridcells. Subsequently, a new one, termed as Jump Velocity Condition Model (JVCM), is deduced from Muskat's two phase seepage equations and Darcy's law without taking account of the capillary force and compressibility of rocks and fluids. Finally, several cases are presented. And the comparisons of the velocity, pressure difference and the front position, which are given by JVCM, CVCM and SPU, have shown that the result of JVCM is the closest to the exact solution. |
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The conventional interface condition at the jump interface is expressed as the continuous Darcy velocity and fluid pressure (named CVCM). Our study has inspected this conclusion. First, it is revealed that the principle of mass conservation has no direct relation to the velocity conservation, and the former is not the true foundation of the later, because the former only reflects the kinetic characteristic of the fluid particles at one position(the interface), but not the different two parts of fluid on the different side of the interface which required by the interface conditions. Then the reasonableness of CVCM is queried from the following three aspects:(1)Using Mukat's two phase seepage equation and the mathematical method of apagoge, we have disproved the continuity of each fluid velocity;(2)Since the analytical solution of the equation of Buckley-Leveret equations is acquirable, its velocity jumps at the flood front presents an appropriate example to disprove the CVCM;(3) The numerical simulation model gives impractical result that flood front would stop moving if CVCM were used to calculate the velocities at the interface between two gridcells. Subsequently, a new one, termed as Jump Velocity Condition Model (JVCM), is deduced from Muskat's two phase seepage equations and Darcy's law without taking account of the capillary force and compressibility of rocks and fluids. Finally, several cases are presented. And the comparisons of the velocity, pressure difference and the front position, which are given by JVCM, CVCM and SPU, have shown that the result of JVCM is the closest to the exact solution.</description><identifier>ISSN: 1932-6203</identifier><identifier>EISSN: 1932-6203</identifier><identifier>DOI: 10.1371/journal.pone.0177187</identifier><identifier>PMID: 28542612</identifier><language>eng</language><publisher>United States: Public Library of Science</publisher><subject>Algorithms ; Analysis ; Biology and Life Sciences ; Compressibility ; Computational fluid dynamics ; Computational physics ; Computer Simulation ; Conservation ; Continuity (mathematics) ; Earth Sciences ; Finite volume method ; Floods ; Fluid ; Fluid flow ; Fluid pressure ; Fluids ; Geology ; Hydrodynamics ; Kinetics ; Laboratories ; Mathematical analysis ; Mathematical models ; Models, Theoretical ; Motion ; Multiphase flow ; Numerical analysis ; Numerical simulations ; Oils ; Physical Sciences ; Porosity ; Porous materials ; Porous media ; Pressure ; Research and Analysis Methods ; Seepage ; Simulation ; Surface Properties ; Two phase ; Velocity ; Water</subject><ispartof>PloS one, 2017-05, Vol.12 (5), p.e0177187-e0177187</ispartof><rights>COPYRIGHT 2017 Public Library of Science</rights><rights>2017 Peng et al. This is an open access article distributed under the terms of the Creative Commons Attribution License: http://creativecommons.org/licenses/by/4.0/ (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2017 Peng et al 2017 Peng et al</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c692t-1556e9672007767787c44b3766f14f03d14665f92e3a77819fc23421b66ddc013</citedby><cites>FETCH-LOGICAL-c692t-1556e9672007767787c44b3766f14f03d14665f92e3a77819fc23421b66ddc013</cites><orcidid>0000-0001-8163-4459</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC5441608/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC5441608/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,315,729,782,786,866,887,2104,2930,23873,27931,27932,53798,53800</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/28542612$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><contributor>Dao, Ming</contributor><creatorcontrib>Peng, Xiaolong</creatorcontrib><creatorcontrib>Liu, Yong</creatorcontrib><creatorcontrib>Liang, Baosheng</creatorcontrib><creatorcontrib>Du, Zhimin</creatorcontrib><title>Interface condition for the Darcy velocity at the water-oil flood front in the porous medium</title><title>PloS one</title><addtitle>PLoS One</addtitle><description>Flood front is the jump interface where fluids distribute discontinuously, whose interface condition is the theoretical basis of a mathematical model of the multiphase flow in porous medium. The conventional interface condition at the jump interface is expressed as the continuous Darcy velocity and fluid pressure (named CVCM). Our study has inspected this conclusion. First, it is revealed that the principle of mass conservation has no direct relation to the velocity conservation, and the former is not the true foundation of the later, because the former only reflects the kinetic characteristic of the fluid particles at one position(the interface), but not the different two parts of fluid on the different side of the interface which required by the interface conditions. Then the reasonableness of CVCM is queried from the following three aspects:(1)Using Mukat's two phase seepage equation and the mathematical method of apagoge, we have disproved the continuity of each fluid velocity;(2)Since the analytical solution of the equation of Buckley-Leveret equations is acquirable, its velocity jumps at the flood front presents an appropriate example to disprove the CVCM;(3) The numerical simulation model gives impractical result that flood front would stop moving if CVCM were used to calculate the velocities at the interface between two gridcells. Subsequently, a new one, termed as Jump Velocity Condition Model (JVCM), is deduced from Muskat's two phase seepage equations and Darcy's law without taking account of the capillary force and compressibility of rocks and fluids. Finally, several cases are presented. And the comparisons of the velocity, pressure difference and the front position, which are given by JVCM, CVCM and SPU, have shown that the result of JVCM is the closest to the exact solution.</description><subject>Algorithms</subject><subject>Analysis</subject><subject>Biology and Life Sciences</subject><subject>Compressibility</subject><subject>Computational fluid dynamics</subject><subject>Computational physics</subject><subject>Computer Simulation</subject><subject>Conservation</subject><subject>Continuity (mathematics)</subject><subject>Earth Sciences</subject><subject>Finite volume method</subject><subject>Floods</subject><subject>Fluid</subject><subject>Fluid flow</subject><subject>Fluid pressure</subject><subject>Fluids</subject><subject>Geology</subject><subject>Hydrodynamics</subject><subject>Kinetics</subject><subject>Laboratories</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Models, 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condition for the Darcy velocity at the water-oil flood front in the porous medium</title><author>Peng, Xiaolong ; Liu, Yong ; Liang, Baosheng ; Du, Zhimin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c692t-1556e9672007767787c44b3766f14f03d14665f92e3a77819fc23421b66ddc013</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Algorithms</topic><topic>Analysis</topic><topic>Biology and Life Sciences</topic><topic>Compressibility</topic><topic>Computational fluid dynamics</topic><topic>Computational physics</topic><topic>Computer Simulation</topic><topic>Conservation</topic><topic>Continuity (mathematics)</topic><topic>Earth Sciences</topic><topic>Finite volume method</topic><topic>Floods</topic><topic>Fluid</topic><topic>Fluid flow</topic><topic>Fluid 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the water-oil flood front in the porous medium</atitle><jtitle>PloS one</jtitle><addtitle>PLoS One</addtitle><date>2017-05-23</date><risdate>2017</risdate><volume>12</volume><issue>5</issue><spage>e0177187</spage><epage>e0177187</epage><pages>e0177187-e0177187</pages><issn>1932-6203</issn><eissn>1932-6203</eissn><abstract>Flood front is the jump interface where fluids distribute discontinuously, whose interface condition is the theoretical basis of a mathematical model of the multiphase flow in porous medium. The conventional interface condition at the jump interface is expressed as the continuous Darcy velocity and fluid pressure (named CVCM). Our study has inspected this conclusion. First, it is revealed that the principle of mass conservation has no direct relation to the velocity conservation, and the former is not the true foundation of the later, because the former only reflects the kinetic characteristic of the fluid particles at one position(the interface), but not the different two parts of fluid on the different side of the interface which required by the interface conditions. Then the reasonableness of CVCM is queried from the following three aspects:(1)Using Mukat's two phase seepage equation and the mathematical method of apagoge, we have disproved the continuity of each fluid velocity;(2)Since the analytical solution of the equation of Buckley-Leveret equations is acquirable, its velocity jumps at the flood front presents an appropriate example to disprove the CVCM;(3) The numerical simulation model gives impractical result that flood front would stop moving if CVCM were used to calculate the velocities at the interface between two gridcells. Subsequently, a new one, termed as Jump Velocity Condition Model (JVCM), is deduced from Muskat's two phase seepage equations and Darcy's law without taking account of the capillary force and compressibility of rocks and fluids. Finally, several cases are presented. And the comparisons of the velocity, pressure difference and the front position, which are given by JVCM, CVCM and SPU, have shown that the result of JVCM is the closest to the exact solution.</abstract><cop>United States</cop><pub>Public Library of Science</pub><pmid>28542612</pmid><doi>10.1371/journal.pone.0177187</doi><tpages>e0177187</tpages><orcidid>https://orcid.org/0000-0001-8163-4459</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Algorithms Analysis Biology and Life Sciences Compressibility Computational fluid dynamics Computational physics Computer Simulation Conservation Continuity (mathematics) Earth Sciences Finite volume method Floods Fluid Fluid flow Fluid pressure Fluids Geology Hydrodynamics Kinetics Laboratories Mathematical analysis Mathematical models Models, Theoretical Motion Multiphase flow Numerical analysis Numerical simulations Oils Physical Sciences Porosity Porous materials Porous media Pressure Research and Analysis Methods Seepage Simulation Surface Properties Two phase Velocity Water |
title | Interface condition for the Darcy velocity at the water-oil flood front in the porous medium |
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