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dc.contributor.authorAndersen, Pål Østebø
dc.date.accessioned2023-02-09T13:04:02Z
dc.date.available2023-02-09T13:04:02Z
dc.date.created2020-08-10T01:21:37Z
dc.date.issued2020
dc.identifier.citationØstebø Andersen, P. (2021). Early-and late-time analytical solutions for cocurrent spontaneous imbibition and generalized scaling. SPE Journal, 26(01), 220-240.en_US
dc.identifier.issn1086-055X
dc.identifier.urihttps://hdl.handle.net/11250/3049742
dc.description.abstractWe propose an explicit analytical solution for 1D cocurrent (COC) spontaneous imbibition (SI) in which a core is exposed to water (inlet) and oil (outlet). The system is described using an advection-capillary diffusion transport equation combined with a pressure equation. By ignoring the capillary diffusion term in the transport equation, the analytical solution follows in terms of Buckley-Leverett (BL) saturation profiles. The capillary force appears in the pressure equation and determines the advective term of the transport equation. The time when the front reaches the outlet (critical time) is calculated and used for scaling. The solution is extended to after critical time (late time) by maintaining the BL profile inside the system, thus preserving continuity in recovery and spatial profiles. The solution is characterized by an effective total mobility and capillary pressure (incorporating the entire saturation functions), both constant at early time (before critical time). At late times, they change dynamically. The model states that the imbibition rate can increase, decrease, and stay constant with time based on a new mobility ratio being less than, more than, or equal to unity, respectively. The ratio also indicates effectiveness of oil displacement. The square root of time recovery is a special case only seen for a (very) favorable mobility ratio. The model predicts that COC imbibition scales with the square of length both at early and late times and that the solution can scale saturation functions. The analytical solution was compared against numerical simulations of the full system. The new mobility ratio reflected the evolution in COC recovery better than total recovery. The analytical solution showed a too-high imbibition rate at a favorable mobility ratio. The diffusion term is important then due to strong saturation gradients, and the resulting smoothened profile yields a lower imbibition rate from the pressure equation. The analytical solution showed a too-low imbibition rate at early times for unfavorable mobility ratio due to not accounting for rapid early countercurrent (COUC) production. The analytical solution predicted a too-high imbibition rate at late times because the BL profile does not capture the oil mobility restriction at the outlet at late times. The time of water reaching the outlet was underestimated by a factor ∼ 2 for strongly water-wet (SWW) simulations and ∼ 10 for mixed-wet (MW) simulations. Scaling recovery with length squared was exact for all times. Scaling recovery until water reaching the outlet demonstrated consistency across saturation functions and viscosities. The analytical solution could match literature experimental data and produce corresponding saturation functions. To our knowledge, previous analytical solutions have only considered infinite-acting systems (early time), assumed piston-like displacement (PLD) (uniform saturations on both sides of a saturation shock front) or are implicit, thus not providing more insight than numerical simulations.en_US
dc.language.isoengen_US
dc.publisherSociety of Petroleum Engineersen_US
dc.titleEarly and Late Time Analytical Solutions for Co-current Spontaneous Imbibition and Generalized Scalingen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionacceptedVersionen_US
dc.rights.holderThe authoren_US
dc.subject.nsiVDP::Teknologi: 500en_US
dc.source.journalSPE Journalen_US
dc.identifier.doi10.2118/200593-PA
dc.identifier.cristin1822292
dc.relation.projectNorges forskningsråd: 230303en_US
cristin.ispublishedfalse
cristin.fulltextpostprint
cristin.qualitycode2


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