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Study of Scour Around Spur-Dikes
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.
Study of Scour Around Spur-Dikes
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.
Study of Scour Around Spur-Dikes
Garde, R. J. (author) / Subramanya, K. (author) / Nambudripad, K. D. (author)
Journal of the Hydraulics Division ; 87 ; 23-37
2021-01-01
151961-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Study of scour around spur-dikes
| Engineering Index Backfile | 1961
Discussion of “Study of Scour Around Spur-Dikes”
| ASCE | 2021
Closure to “Study of Scour Around Spur-Dikes”
| ASCE | 2021
Discussion of “Study of Scour Around Spur-Dikes”
| ASCE | 2021
Discussion of “Study of Scour Around Spur-Dikes”
| ASCE | 2021