Research Article
Jan 1978
Transverse Bed Slopes in Curved Alluvial Streams
Publication: Journal of the Hydraulics Division
Volume 104, Issue 1
Abstract
Forty-nine experiments were conducted in three different constant radius, erodible bed, curved flumes using two different sediments to investigate the relationship between channel geometry, flow and sediment properties, and bed topography. An analytical model based on moment equilibrium of the flow and force equilibrium of the bed particles is used to develop an equation for the mean radial bed slope in terms of the friction factor, flow depth and velocity, channel radius, and particle densimetric Froude number. The relation is found to be in good agreement with reported experimental data and with bed topography measured by Hooke in a sinuous channel.
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Published In
Journal of the Hydraulics Division
Volume 104 • Issue 1 • January 1978
Pages: 33 - 48
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jan 1978
Published online: Feb 3, 2021
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Authors
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Claus Zimmerman
Consulting Engr., Frankfurt (Kelkheim), West Germany; formerly, Research Engr., Inst. of Hydromechanics, Univ. of Karlsruhe, Karlsruhe, West Germany, Germany
John F. Kennedy, AM.ASCE
Dir., Inst. of Hydraulic Research, The Univ. of Iowa, Iowa City, Iowa; during part of this study, Visiting Prof., Inst. of Hydromechanics, Univ. of Karlsruhe, Karlsruhe, West Germany, Germany
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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.