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j.coastaleng.2020.103765.pdf9.31 MBAdobe PDF見る/開く
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dc.contributor.authorTazaki, Takumien
dc.contributor.authorHarada, Eijien
dc.contributor.authorGotoh, Hitoshien
dc.contributor.alternative田﨑, 拓海ja
dc.contributor.alternative原田, 英治ja
dc.contributor.alternative後藤, 仁志ja
dc.date.accessioned2022-01-21T02:40:19Z-
dc.date.available2022-01-21T02:40:19Z-
dc.date.issued2021-04-
dc.identifier.urihttp://hdl.handle.net/2433/267540-
dc.description.abstractIn natural beaches, sea-beds consist of graded sediments. In swash and surf zones, wave actions lead to selective transportation and segregation of sediments. Thus, size segregation needs to be considered while determining the sediment transport rate and morphological dynamics on beaches. However, because of the strong non-linearity and the large deformed free surface, previous experimental or observational investigations failed to obtain enough knowledge about the sorting process in the swash zone. In this study, as the first investigation step of the size sorting process in the swash zone, an experiment was conducted with an oscillatory water tank, while the vertical sorting process was observed. Moreover, to further investigate the structure of the flow and movable bed, a 3D numerical simulation was performed. A coupling scheme of the discrete element method (DEM) and the moving particles semi-implicit (MPS) method was applied to reproduce the vertical sorting progress. The result revealed that the development of the vertical sorting brought about bed surface armoring and a horizontal velocity transition. Additionally, an acting force investigation disclosed that the inertia of the water surface gradient induced oscillations of the sediments, which consisted of elements, in the water tank while leading to frequent element collisions and contacts, which caused the elements to be pushed upward.en
dc.language.isoeng-
dc.publisherElsevier BVen
dc.rights© 2020. This manuscript version is made available under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International license.en
dc.rightsThe full-text file will be made open to the public on 01 April 2023 in accordance with publisher's 'Terms and Conditions for Self-Archiving'.en
dc.rightsThis is not the published version. Please cite only the published version. この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。en
dc.subjectVertical sortingen
dc.subjectSwash zoneen
dc.subjectMoving particle semi-impliciten
dc.subjectDiscrete element methoden
dc.subjectSediment transporten
dc.titleVertical sorting process in oscillating water tank using DEM-MPS coupling modelen
dc.typejournal article-
dc.type.niitypeJournal Article-
dc.identifier.jtitleCoastal Engineeringen
dc.identifier.volume165-
dc.relation.doi10.1016/j.coastaleng.2020.103765-
dc.textversionauthor-
dc.identifier.artnum103765-
dcterms.accessRightsopen access-
datacite.date.available2023-04-01-
datacite.awardNumber18H03796-
datacite.awardNumber18K04366-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/ja/grant/KAKENHI-PROJECT-18H03796/-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/ja/grant/KAKENHI-PROJECT-18K04366/-
dc.identifier.pissn0378-3839-
jpcoar.funderName日本学術振興会ja
jpcoar.funderName日本学術振興会ja
jpcoar.awardTitle超巨大台風下の高潮に対する沿岸都市強靭化戦略としての防潮堤の設計革新ja
jpcoar.awardTitleLagrangeモデルによる砕波帯移動床の輸送機構の計算力学的検討ja
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