Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/10485
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dc.contributor.authorAksoy, Hafzullah-
dc.contributor.authorGedikli, Abdullah-
dc.contributor.authorYılmaz, Murat-
dc.contributor.authorEriş, Ebru-
dc.contributor.authorÜnal, N. Erdem-
dc.contributor.authorYoon, Jaeyoung-
dc.contributor.authorTayfur, Gökmen-
dc.date.accessioned2021-01-24T18:44:54Z-
dc.date.available2021-01-24T18:44:54Z-
dc.date.issued2020-
dc.identifier.issn0022-1694-
dc.identifier.urihttps://doi.org/10.1016/j.jhydrol.2019.124391-
dc.identifier.urihttps://hdl.handle.net/11147/10485-
dc.description.abstractPrediction of sediment discharge transported within flow is strongly needed in order to provide measures for a well-established erosion control and water quality management practice. Initiated by runoff generation and erosion processes sediment transport is influenced by microtopography over hillslopes of hydrological watersheds. Consideration of microtopography provides more accurate results. In this study, a process-based two-dimensional rainfall-runoff mathematical model is coupled with erosion and sediment transport component. Both the rainfall-runoff and sediment transport components make simulations in rills and over interrill areas of a bare hillslope. Models at such fine resolution are rarely verified due to the complexity of rills and interrill areas. The model was applied on a data set compiled from laboratory experiments. Erosion flume was filled with granular sand to replace a bare soil. A longitudinal rill and an interrill area were pre-formed over the soil in the flume before the simulated rainfall exerted on. The flume was given both longitudinal and lateral slopes. The simulated rainfall was changed between 45 mm/h and 105 mm/h and exerted on granular uniform fine and medium sand in the erosion flume with longitudinal and lateral slopes both changing from 5% to 20%. Calibration of the model shows that it is able to produce good results in terms of sedigraphs, which suggest also that the model might be considered an important step to verify and improve watershed scale erosion and sediment transport models.en_US
dc.description.sponsorshipTUBITAK (Scientific and Technical Research Council of Turkey)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [108Y250]; KRF (Korea Research Foundation)Korea Research Foundationen_US
dc.description.sponsorshipThis study is based on the international project 'Development of a hillslope-scale sediment transport model', Project no. 108Y250, bilaterally supported by TUBITAK (Scientific and Technical Research Council of Turkey) and KRF (Korea Research Foundation).en_US
dc.language.isoenen_US
dc.publisherElsevier Ltd.en_US
dc.relation.ispartofJournal of Hydrologyen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectErosion flumeen_US
dc.subjectRainfall simulatoren_US
dc.subjectRillen_US
dc.subjectSedigraphen_US
dc.subjectSediment transport modelen_US
dc.subjectSoil erosionen_US
dc.titleSoil erosion model tested on experimental data of a laboratory flume with a pre-existing rillen_US
dc.typeArticleen_US
dc.institutionauthorTayfur, Gökmen-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume581en_US
dc.identifier.wosWOS:000514758300050en_US
dc.identifier.scopus2-s2.0-85076257788en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.jhydrol.2019.124391-
dc.relation.doi10.1016/j.jhydrol.2019.124391en_US
dc.coverage.doi10.1016/j.jhydrol.2019.124391en_US
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeArticle-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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