Research Article
Jan 1968
Alluvial Channel Resistance Related to Bed Form
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 94, Issue 1
Abstract
Existing data from flume tests over ripple or dune beds are used to investigate the variation of resistance to flow with shear velocity. Lines plotted to represent points at constant depth suggest that there are certain conditions of flow at which ripples reach a maximum stage of development, offering maximum resistance to flow. A similar conclusion is made for the dune bed form. Comparing flows over the same bed material, it is suggested that the maximum stage of ripple development occurs at the same value of v*, irrespective of depth; and the maximum stage of dune development occurs at the same value of V/v*, irrespective of depth to a close approximation. Canal data show similar characteristics to flume data, only over a limited range.
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Published In
Journal of the Hydraulics Division
Volume 94 • Issue 1 • January 1968
Pages: 59 - 70
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jan 1968
Published online: Feb 3, 2021
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Authors
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Kenneth V. H. Smith, M.ASCE
Lecturer in Civ. Engr., Southampton Univ., Southampton, England
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