Research Article
Nov 1973
A Role of Sediment Transport in Alluvial Channels
Publication: Journal of the Hydraulics Division
Volume 99, Issue 11
Abstract
Once a critical amount of sediment is being moved in an alluvial channel, velocity can be expressed as a function of slope and of size and composition of the moving sediment load. Depth is a redundant parameter. At sediment transport rates below critical, depth is an effective parameter. Methods of determining the size and composition of the moving sediment load are analyzed as is the problem of determining when depth becomes redundant. The phenomena of fill and scour at alluvial channel sections is also considered.
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Published In
Journal of the Hydraulics Division
Volume 99 • Issue 11 • November 1973
Pages: 1915 - 1931
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Nov 1973
Published online: Feb 3, 2021
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Authors
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Thomas Maddock Jr., F.ASCE
Research Hydro. U.S. Geological Survey, Washington, D.C.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.