{"@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/1361981470107439616.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1111/j.1365-3091.1966.tb01578.x"}},{"identifier":{"@type":"URI","@value":"https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1111%2Fj.1365-3091.1966.tb01578.x"}},{"identifier":{"@type":"URI","@value":"https://onlinelibrary.wiley.com/doi/pdf/10.1111/j.1365-3091.1966.tb01578.x"}}],"dc:title":[{"@value":"SOME FLUME EXPERIMENTS WITH A FINE SILT"}],"description":[{"type":"abstract","notation":[{"@value":"<jats:title>SUMMARY</jats:title><jats:p>Four flume experiments have been performed in which the behaviour was investigated of a bed of fine silt under running water with and without an excess of material introduced into suspension.</jats:p><jats:p>In the presence of excess material, bed features were formed in the tangential stress range 0.1 < θ < 0.4, and the bed was found to remain plane in the ranges 0 < θF < 0.1 and 0.4 < θF < 1.3. In the absence of excess material the stable condition over the entire range appeared to be that of the plane bed.</jats:p><jats:p>Dual values of the threshold stress for grain movement were postulated to explain these results, and a relationship has been found between the magnitude of the tangential stress and the upstream slope of the features.</jats:p>"}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1380016861535730689","@type":"Researcher","foaf:name":[{"@value":"A. I. REES"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00370746"},{"@type":"EISSN","@value":"13653091"}],"prism:publicationName":[{"@value":"Sedimentology"}],"dc:publisher":[{"@value":"Wiley"}],"prism:publicationDate":"1966-05","prism:volume":"6","prism:number":"3","prism:startingPage":"209","prism:endingPage":"240"},"reviewed":"false","dc:rights":["http://onlinelibrary.wiley.com/termsAndConditions#vor"],"url":[{"@id":"https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1111%2Fj.1365-3091.1966.tb01578.x"},{"@id":"https://onlinelibrary.wiley.com/doi/pdf/10.1111/j.1365-3091.1966.tb01578.x"}],"createdAt":"2006-06-14","modifiedAt":"2023-11-10","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050013397240385536","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Upper and lower plane bed definitions revised"}]},{"@id":"https://cir.nii.ac.jp/crid/1360009142921502976","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Evaluation of Incipient Motion of Sand Particles by Different Indirect Methods in Erosion Function Apparatus"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1111/j.1365-3091.1966.tb01578.x"},{"@type":"CROSSREF","@value":"10.3390/w13081118_references_DOI_8DJo13oQcpXrkgGLvmE809g40yz"},{"@type":"CROSSREF","@value":"10.1186/s40645-022-00481-8_references_DOI_8DJo13oQcpXrkgGLvmE809g40yz"}]}