Research Article
Nov 1961
Study of Scour Around Spur-Dikes
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VIEW THE REPLYAuthors: R. J. Garde, M.ASCE, K. Subramanya, and K. D. NambudripadAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 87, Issue 6
Abstract
Investigation was conducted in 2 ft wide by 25 ft long nonrecirculating flume; effect of flow, spur-dike, and sediment characteristics on maximum scour depth; it was found that Froude number of normal channel, opening ratio, angle of inclination of spur-dike, and average drag coefficient of sediment particle adequately represent influence on maximum scour depth.
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Published In
Journal of the Hydraulics Division
Volume 87 • Issue 6 • November 1961
Pages: 23 - 37
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Nov 1961
Published online: Feb 3, 2021
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R. J. Garde, M.ASCE
Lecturer in Civ. Engrg., Univ. of Roorkee, Roorkee, India
K. Subramanya
Teacher Trainee at Univ. of Roorkee, Roorkee, India
K. D. Nambudripad
Post-graduate student in Hydr., Univ. of Roorkee, Roorkee, India
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