Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/57784
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dc.contributor.authorBahar, Ersin-
dc.contributor.authorGürarslan, Gürhan-
dc.date.accessioned2024-09-08T11:22:31Z-
dc.date.available2024-09-08T11:22:31Z-
dc.date.issued2024-
dc.identifier.issn0264-4401-
dc.identifier.issn1758-7077-
dc.identifier.urihttps://doi.org/10.1108/EC-09-2023-0614-
dc.identifier.urihttps://hdl.handle.net/11499/57784-
dc.description.abstractPurposeThe purpose of this study is to introduce a new numerical scheme with no stability condition and high-order accuracy for the solution of two-dimensional coupled groundwater flow and transport simulation problems with regular and irregular geometries and compare the results with widely acceptable programs such as Modular Three-Dimensional Finite-Difference Ground-Water Flow Model (MODFLOW) and Modular Three-Dimensional Multispecies Transport Model (MT3DMS).Design/methodology/approachThe newly proposed numerical scheme is based on the method of lines (MOL) approach and uses high-order approximations both in space and time. Quintic B-spline (QBS) functions are used in space to transform partial differential equations, representing the relevant physical phenomena in the system of ordinary differential equations. Then this system is solved with the DOPRI5 algorithm that requires no stability condition. The obtained results are compared with the results of the MODFLOW and MT3DMS programs to verify the accuracy of the proposed scheme.FindingsThe results indicate that the proposed numerical scheme can successfully simulate the two-dimensional coupled groundwater flow and transport problems with complex geometry and parameter structures. All the results are in good agreement with the reference solutions.Originality/valueTo the best of the authors' knowledge, the QBS-DOPRI5 method is used for the first time for solving two-dimensional coupled groundwater flow and transport problems with complex geometries and can be extended to high-dimensional problems. In the future, considering the success of the proposed numerical scheme, it can be used successfully for the identification of groundwater contaminant source characteristics.en_US
dc.language.isoenen_US
dc.publisherEmerald Group Publishing Ltden_US
dc.relation.ispartofEngineering Computationsen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectMethod of linesen_US
dc.subjectB-spline functionsen_US
dc.subjectCoupled groundwater flow and transporten_US
dc.subjectNumerical-Solutionen_US
dc.subjectSolute Transporten_US
dc.subjectFinite-Elementen_US
dc.subjectBurgers-Equationen_US
dc.subjectRlwen_US
dc.subjectAlgorithmsen_US
dc.subjectIdentificationen_US
dc.subjectErroren_US
dc.subjectModelen_US
dc.titleSimulation of coupled groundwater flow and contaminant transport using quintic B-spline collocation methoden_US
dc.typeArticleen_US
dc.typeArticle; Early Accessen_US
dc.departmentPamukkale Universityen_US
dc.identifier.doi10.1108/EC-09-2023-0614-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57217683240-
dc.authorscopusid24080384800-
dc.identifier.scopus2-s2.0-85200745972en_US
dc.identifier.wosWOS:001287419600001en_US
dc.institutionauthor-
item.openairetypeArticle-
item.openairetypeArticle; Early Access-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
crisitem.author.dept10.02. Civil Engineering-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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