Journal
JOURNAL OF HYDRAULIC ENGINEERING-ASCE
Volume 138, Issue 5, Pages 471-474Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)HY.1943-7900.0000536
Keywords
Bend; Depth of scour; Local scour; T-shaped spur dike
Funding
- water resources research corporation [Riv3-86060]
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This paper deals with the study of the geometry of the scour hole and topography of the bed around a T-shaped unsubmerged spur dike located in a 90 degrees bend. The experiments were carried out in a channel with a 90 degrees bend. Uniform sediments having an average diameter of 1.28 mm were used under clear-water scour conditions. The effects of parameters like the length of a spur dike, the wing length of a spur dike, the location of a spur dike in the bend, the radius of bend, and flow intensity on the scour around a T-shaped spur dike were investigated. A new equation for scour parameters at a T-shaped spur dike is developed. DOI: 10.1061/(ASCE)HY.1943-7900.0000536. (C) 2012 American Society of Civil Engineers.
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