Research Article
Sep 1964
Geometrical Properties of Sand Wave
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 90, Issue 5
Abstract
Formulas for the calculation of the length and height of the sand-waves are suggested. These formulas are valid for steady and uniform turbulent flow and for cohesionless bed material. The judgement as to whether sand-waves are ripples or dunes is made according to the value of the grain-size Reynolds number. The suggested formulas have an extremely simple mathematical form and can, therefore, be easily used in engineering practice for the prediction of the size of irregularities of a mobile bed. The formulas were determined from a wide range of experimental data obtained from both laboratory flumes and rivers. The experimental data used covers the range of grain-sizes 0.085 mm to 2.45 mm, and the range of water depths 1.32 cm to 92.5 ft.
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Published In
Journal of the Hydraulics Division
Volume 90 • Issue 5 • September 1964
Pages: 105 - 119
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Sep 1964
Published online: Feb 3, 2021
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Authors
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M. Selim Yalin, M.ASCE
Dozent Dr.-Ing., Principal Scientific Officer, Hydraulics Research Sta., Wallingford, Berks., England
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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.