Study of Scour Around Spur-Dikes
- 1 November 1961
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Hydraulics Division
- Vol. 87 (6) , 23-37
- https://doi.org/10.1061/jyceaj.0000663
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.Keywords
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