{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1390282680328474240.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.2208/jscejhe.68.i_49"}},{"identifier":{"@type":"URI","@value":"https://www.jstage.jst.go.jp/article/jscejhe/68/4/68_9/_pdf"}},{"identifier":{"@type":"NAID","@value":"130004558010"}}],"dc:title":[{"@language":"en","@value":"Study on Flow and Sediment Transport in Open Channel Flows with a Patch of Vegetation"}],"dc:language":"en","description":[{"type":"abstract","notation":[{"@language":"en","@value":"Laboratory experiments and numerical simulations were conducted to investigate interactions of flow and sediment with vegetation. Four experimental and numerical cases were carried out with three patch densities and without a patch. Vegetation patch was located at middle of a channel. For un-vegetated condition, channel widening with bank erosion occurred, but for vegetated channel, bank erosion took place opposite the patch and sediment was deposited downstream of the patch in both experiments and numerical simulations. In experiments, local scour occurred around the patch and scour depth increased with patch density. However, 2D shallow flow model did not reproduce such phenomena. This was due to three dimensional effects such as reinforcement effects and horseshoe vortex caused by individual stems. Nevertheless, numerical results reasonably agreed with experimental results."}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1410282680328474112","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258266268"}],"foaf:name":[{"@language":"en","@value":"KIM Hyung Suk"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Division of Field engineering for Environment, Hokkaido University"}]},{"@id":"https://cir.nii.ac.jp/crid/1410282680328474241","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258266269"}],"foaf:name":[{"@language":"en","@value":"KIMURA Ichiro"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Division of Field engineering for Environment, Hokkaido University"}]},{"@id":"https://cir.nii.ac.jp/crid/1410282680328474240","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258266270"}],"foaf:name":[{"@language":"en","@value":"SHIMIZU Yasuyuki"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Division of Field engineering for Environment, Hokkaido University"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"2185467X"}],"prism:publicationName":[{"@language":"en","@value":"Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)"},{"@language":"ja","@value":"土木学会論文集Ｂ１（水工学）"},{"@value":"土木学会論文集B1（水工学）"},{"@language":"en","@value":"J. JSCE, Ser. B1"},{"@language":"en","@value":"J. JSCE Ser. B1"},{"@language":"en","@value":"Ser. B1"},{"@language":"en","@value":"J. JSCE"},{"@language":"en","@value":"JJSCE B1"},{"@language":"en","@value":"B1"},{"@language":"ja","@value":"土木学会論文集Ｂ１（水工学）"},{"@language":"ja","@value":"土木学会論文集Ｂ１"},{"@language":"ja","@value":"水工学論文集"},{"@language":"ja","@value":"土論Ｂ１"}],"dc:publisher":[{"@language":"en","@value":"Japan Society of Civil Engineers"},{"@language":"ja","@value":"公益社団法人 土木学会"}],"prism:publicationDate":"2012","prism:volume":"68","prism:number":"4","prism:startingPage":"I_49","prism:endingPage":"I_54"},"reviewed":"false","dcterms:accessRights":"http://purl.org/coar/access_right/c_abf2","url":[{"@id":"https://www.jstage.jst.go.jp/article/jscejhe/68/4/68_9/_pdf"}],"availableAt":"2012","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=bank%20erosion","dc:title":"bank erosion"},{"@id":"https://cir.nii.ac.jp/all?q=vegetation%20patch","dc:title":"vegetation patch"},{"@id":"https://cir.nii.ac.jp/all?q=local%20scour","dc:title":"local scour"},{"@id":"https://cir.nii.ac.jp/all?q=2D%20shallow%20flow%20model","dc:title":"2D shallow flow model"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360011145586694528","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Dynamic single-thread channels maintained by the interaction of flow and vegetation"}]},{"@id":"https://cir.nii.ac.jp/crid/1360292620897509376","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"A new vectorial bedload formulation and its application to the time evolution of straight river channels"}]},{"@id":"https://cir.nii.ac.jp/crid/1361418518565123712","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Experimental Investigation of Clear-Water Local Scour at Pile Groups"}]},{"@id":"https://cir.nii.ac.jp/crid/1361981469055201152","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Flow and deposition in and around a finite patch of vegetation"}]},{"@id":"https://cir.nii.ac.jp/crid/1362544421285949056","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Fluvial processes in streams with vegetation"}]},{"@id":"https://cir.nii.ac.jp/crid/1363388844228586240","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"A depth‐averaged two‐dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation"}]},{"@id":"https://cir.nii.ac.jp/crid/1363951793398152704","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel"}]},{"@id":"https://cir.nii.ac.jp/crid/1363951796030966144","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Vegetation effects on the morphological behavior of alluvial channels"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680329989376","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"せん断不安定のパラメータ依存性を考慮した平面二次元ＲＡＮＳモデルの構築"},{"@language":"en","@value":"REFINEMENT OF A DEPTH-AVERAGED RANS MODEL FOR OPEN CHANNEL FLOWS WITH SHEAR INSTAILITY"},{"@language":"ja-Kana","@value":"センダンフアンテイ ノ パラメータ イソンセイ オ コウリョ シタ ヘイメン ニジゲン RANS モデル ノ コウチク"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:1001665197"},{"@type":"CROSSREF","@value":"10.2208/jscejhe.68.i_49"},{"@type":"CIA","@value":"130004558010"},{"@type":"OPENAIRE","@value":"doi_dedup___::c62a9c6a8e882b8346f0c268e67199e6"},{"@type":"CROSSREF","@value":"10.2208/jscejhe.70.i_799_references_DOI_KCkM0RWzCEua85HYPFBqkFQU03"}]}