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Total bed-material discharge in alluvial channels

dc.contributor.authorChang, Feng-Ming, author
dc.contributor.authorSimons, Daryl B., author
dc.contributor.authorRichardson, Everett V., author
dc.date.accessioned2022-08-11T18:09:33Z
dc.date.available2022-08-11T18:09:33Z
dc.date.issued1965
dc.descriptionCER65FMC-DBS-EVR3.
dc.descriptionAt head of title: International Association for Hydraulic Research.
dc.descriptionIncludes bibliographical references.
dc.description.abstractA study of total bed-material discharge in alluvial channels, partially based on existing theories, has been conducted. The bedload discharge was obtained by utilizing the energy-work relation of the fluid and the bed material. An equation for velocity distribution was obtained by integrating the Reynolds equations using Prandtl's Hypothesis of mixing length. Applying the basic equation for the distribution of suspended load by O'Brien, the suspended bed-material discharge was investigated in terms of bedload discharge. Then, the total bed-material discharge was obtained simply by adding the bedload discharge and the suspended bed-material discharge. The results through checking with available laboratory and field data appeared to be mutually consistent and satisfactory.
dc.format.mediumreports
dc.identifier.urihttps://hdl.handle.net/10217/235547
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991012572679703361
dc.relationTA7.C6 CER 65-3
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 65-3
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subject.lcshSedimentation and deposition
dc.subject.lcshSediment transport
dc.titleTotal bed-material discharge in alluvial channels
dc.typeText
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