Scour characteristics around bridge piers

Faculty Engineering Year: 2009
Type of Publication: Theses Pages: 194
Authors:
BibID 10760315
Keywords : Hydraulic Engineering    
Abstract:
Local scour atound bridge piles, piers and foundations is considered to be the major cause of bridge failure in the world.The scour at a bridge pile principally resulrs from the downward flow along the upstream face of the pile and the resulting horseshoe vortex which forms at the base of the bridge pile. 
   
     
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