{"@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/1360016865777091840.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1029/wr003i001p00107"}},{"identifier":{"@type":"URI","@value":"https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1029%2FWR003i001p00107"}},{"identifier":{"@type":"URI","@value":"https://agupubs.onlinelibrary.wiley.com/doi/pdf/10.1029/WR003i001p00107"}}],"dc:title":[{"@value":"Measurement of hydraulic and sediment transport variables in a small recirculating flume"}],"description":[{"type":"abstract","notation":[{"@value":"<jats:p>An evaluation of techniques for measuring the hydraulic and sediment transport variables in a small recirculating flume showed that (1) the average depth of flow over a ripple bed could be determined adequately by measuring the difference between the water‐surface elevation and the sand‐bed elevation at a large number of positions and averaging the results; (2) the water‐surface slope could be determined easily and accurately from a series of piezometers with taps positioned at 1‐meter intervals along the flume center line; (3) the sediment transport rate was determined by passing all the water‐sediment mixture through a trap covered with screen fine enough to hold the sand. The transport rate varied considerably (10‐fold range) with respect to time. The following transport phenomena were noted: (1) there was no particle movement on the plane bed before ripple formation; (2) the mean velocity for cessation of particle movement (on the ripple bed) was about one‐half that at which first movement occurred (on the plane sand bed).</jats:p>"}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1380016861535730566","@type":"Researcher","foaf:name":[{"@value":"R. E. Rathbun"}]},{"@id":"https://cir.nii.ac.jp/crid/1380016865777091841","@type":"Researcher","foaf:name":[{"@value":"H. P. Guy"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00431397"},{"@type":"EISSN","@value":"19447973"}],"prism:publicationName":[{"@value":"Water Resources Research"}],"dc:publisher":[{"@value":"American Geophysical Union (AGU)"}],"prism:publicationDate":"1967-03","prism:volume":"3","prism:number":"1","prism:startingPage":"107","prism:endingPage":"122"},"reviewed":"false","dc:rights":["http://onlinelibrary.wiley.com/termsAndConditions#vor"],"url":[{"@id":"https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1029%2FWR003i001p00107"},{"@id":"https://agupubs.onlinelibrary.wiley.com/doi/pdf/10.1029/WR003i001p00107"}],"createdAt":"2008-02-06","modifiedAt":"2023-09-17","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/1360298341430635648","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Density stratification controls the bedform phase diagram of saline‐gravity currents versus open‐channel flows"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1029/wr003i001p00107"},{"@type":"CROSSREF","@value":"10.1186/s40645-022-00481-8_references_DOI_6VYnJrUcQOxZdUwnS9eEdouw160"},{"@type":"CROSSREF","@value":"10.1111/sed.13075_references_DOI_6VYnJrUcQOxZdUwnS9eEdouw160"}]}