Research Article
Apr 1979
Flow Resistance in Gravel-Bed Rivers
Publication: Journal of the Hydraulics Division
Volume 105, Issue 4
Abstract
The resistance to uniform flow in straight gravel-bed rivers is basically dependent on the flow geometry, the cross-sectional variation in roughness heights, and the roughness height of the graded gravel bed sediment. The effect of these factors on the resistance to flow is evaluated and a general approach for the estimation of the Darcy-Weisbach friction factor is presented. Independent field data indicates that the method can be successfully applied to predict the resistance to uniform flow in gravel-bed rivers.
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Published In
Journal of the Hydraulics Division
Volume 105 • Issue 4 • April 1979
Pages: 365 - 379
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Apr 1979
Published online: Feb 3, 2021
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Authors
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Richard D. Hey
Lect., School of Environmental Sci., Univ. of East Anglia, Norwich, U.K.
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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.