Publication:
A numerical groundwater flow model of Bursa Başköy aquifer

dc.contributor.authorKorkmaz, Serdar
dc.contributor.authorTürkkan, Gökçen Eryılmaz
dc.contributor.authorErpicum, S
dc.contributor.authorDewals, B
dc.contributor.authorArchambeau, P
dc.contributor.authorPirotton, M
dc.contributor.buuauthorKORKMAZ, SERDAR
dc.contributor.buuauthorTürkkan, Gökçen Eryılmaz
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü
dc.contributor.editorErpicum, S
dc.contributor.editorDewals, B
dc.contributor.editorArchambeau, P
dc.contributor.editorPirotton, M
dc.contributor.orcid0000-0002-3393-1632
dc.contributor.researcheridAAG-8542-2021
dc.contributor.researcheridJHM-2140-2023
dc.date.accessioned2024-08-13T12:33:13Z
dc.date.available2024-08-13T12:33:13Z
dc.date.issued2016-01-01
dc.descriptionBu çalışma, 27-29, Temmuz 2016 tarihlerinde Liege[Belçika]’da düzenlenen 4. International-Association-for-Hydro-Environment-Engineering-and-Research (IAHR) Congress Kongresi‘nde bildiri olarak sunulmuştur.
dc.description.abstractIn this study, the aim is to determine the groundwater storage and distribution in the Baskoy aquifer inside the city of Bursa, Turkey. Preliminary studies were conducted in the GIS environment, and afterwards, groundwater flow simulations were performed in MODFLOW which uses finite differences method to solve groundwater flow equations. From point elevation data, a digital elevation model (DEM) was constructed. The subbasins and drainage network were delineated through hydrological analysis of the DEM. The data were transferred to MODFLOW interface and a grid with a cell size of 15 m x 15 m was generated. Hourly groundwater level measurements at 7 observation wells were obtained from State Hydraulic Works. The observation data were used for calibration of unknown parameters such as hydraulic conductivity and storage coefficient. Calibration process was expedited by using the Parameter Estimation (PEST) model. Transient simulations were performed in daily timesteps and according to the results, model output was dependent on the initial condition, hydraulic conductivity and storage coefficient. In most of the wells the general dynamics of groundwater were successfully predicted.
dc.description.sponsorshipInt Assoc Hydroenvironment Engn & Res
dc.description.sponsorshipSoc Hydrotechnique France
dc.description.sponsorshipMet Flow; HydroVision
dc.description.sponsorshipNortek B V
dc.description.sponsorshipLaVsion
dc.identifier.endpage427
dc.identifier.isbn978-1-4987-8149-7
dc.identifier.startpage424
dc.identifier.urihttps://hdl.handle.net/11452/43993
dc.identifier.wos000625866700068
dc.indexed.wosWOS.ISTP
dc.language.isoen
dc.publisherCrc Press-balkema
dc.relation.journalSustainable Hydraulics in The Era of Global Change: Advances in Water Engineering and Research
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectScience & technology
dc.subjectTechnology
dc.subjectPhysical sciences
dc.subjectGreen & sustainable science & technology
dc.subjectEngineering, mechanical
dc.subjectWater resources
dc.subjectScience & technology - other topics
dc.subjectEngineering
dc.subjectWater resources
dc.titleA numerical groundwater flow model of Bursa Başköy aquifer
dc.typeProceedings Paper
dspace.entity.typePublication
relation.isAuthorOfPublication377efe55-7025-4768-a62f-550415271f0a
relation.isAuthorOfPublication.latestForDiscovery377efe55-7025-4768-a62f-550415271f0a

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