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contributor authorC. O. Chin
contributor authorY. M. Chiew
contributor authorS. Y. Lim
contributor authorF. H. Lim
date accessioned2017-05-08T21:09:56Z
date available2017-05-08T21:09:56Z
date copyrightMarch 1996
date issued1996
identifier other%28asce%290733-950x%281996%29122%3A2%2859%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41133
description abstractThis study investigates the mechanism and the characteristic parameters affecting local scour around a vertical pile caused by turbulent circular wall jets. There are two basic scouring mechanisms: the pile obstruction and the jet diffusion mechanisms. The former is dominated by a horseshoe vortex system while the latter is controlled by the bed shear stress as the jet diffuses into the flow. Four types of equilibrium scour hole profiles were identified. The criteria for each type of profile are classified in terms of the densimetric Froude number F
publisherAmerican Society of Civil Engineers
titleJet Scour around Vertical Pile
typeJournal Paper
journal volume122
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1996)122:2(59)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 002
contenttypeFulltext


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