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contributor authorFerdous Ahmed
contributor authorN. Rajaratnam
date accessioned2017-05-08T22:39:04Z
date available2017-05-08T22:39:04Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%290733-9399%282000%29126%3A1%2851%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85083
description abstractResults are presented from an experimental investigation into the skewed three-dimensional flow around a bridge abutment. Velocity profiles on the plane of symmetry matched the standard log-law only near the bed and revealed a rather uniform flow in the upper layer. The bed shear stress was found to amplify nearly 3.63 times near the nose of the abutment. The flow was deflected least at the midwater depth, exceeded slightly by the upper flow and substantially by the lower flow. The flow was also analyzed using the theories of three-dimensional turbulent boundary layers. None of the crossflow models matched the data. The performance of near-wall similarity models was also poor. However, strong evidence of near-wall similarity was found very near to the bed. Compared to the bridge pier flow, greater skewing was found in abutment flow, especially in the downstream region, showing the limitations of treating the abutment as a half-pier.
publisherAmerican Society of Civil Engineers
titleObservations on Flow around Bridge Abutment
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2000)126:1(51)
treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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