You are in:Home/Publications/ "Experimental Invetigation of Local Three-Dimensional Flow Field around Bridge Abutments in Non-Cohesive and Cohesive Soil'. International Journal of Academic Research (IJAR), Azerbaijan, July 2012.

Dr. Elzahry Farouk Mohamed Elzahry :: Publications:

Title:
"Experimental Invetigation of Local Three-Dimensional Flow Field around Bridge Abutments in Non-Cohesive and Cohesive Soil'. International Journal of Academic Research (IJAR), Azerbaijan, July 2012.
Authors: Authors: M. Abou Seida, G. Elsaeed, T. Mostafa and E. Elzahry
Year: 2012
Keywords: Bridge abutment; cohesive soil; non-cohesive soil; experimentation; open channel flow; 3d flow field
Journal: Not Available
Volume: Not Available
Issue: Not Available
Pages: Not Available
Publisher: Not Available
Local/International: International
Paper Link: Not Available
Full paper Elzahry Farouk_ELZAHRY FAROUK MOHAMED_Experimental Investigation.pdf
Supplementary materials Not Available
Abstract:

The flow field around the vertical-wall abutments is investigated through detailed three-dimensional velocity measurements performed after reaching equilibrium scour bed for non cohesive soil as well as cohesive soil. Velocity measurements are taken upstream, downstream and on the side of the abutment by using the Acoustic velocity Doppler (ADV). The stagnation pressure gradient leads to downward deflection of the flow to form the downward flow at the upstream side of the abutment. The primary vortex formed at the upstream side of the abutment near the bottom rotates in downstream direction adjacent to the side of the abutment in a spiral motion. The primary vortex and secondary vortex created at the side of the abutment by flow separation extend around the abutment from side in downstream direction to form wake vortices. The flow field is used to explain the scour pattern at the vertical-wall abutments. The velocity measurements are useful for the development and validation of future flow field numerical models, which can be incorporated with scour model to estimate scour depth at bridge abutments.

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