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contributor authorN. Rajaratnam
contributor authorK. A. Mazurek
date accessioned2017-05-08T20:44:30Z
date available2017-05-08T20:44:30Z
date copyrightMarch 2003
date issued2003
identifier other%28asce%290733-9429%282003%29129%3A3%28225%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25524
description abstractThis technical note presents the results of an experimental study of the erosion of loose cohesionless sand beds by impinging circular water jets with a minimum depth of tailwater. Measurements were made of both the maximum dynamic and static scour depths and the radius of the scour hole. It was found that the dynamic scour depth is about three times that of static scour at the asymptotic state. Dimensional arguments and experimental results are used to show that the main dimensions of the scour hole at the asymptotic state are a function of the densimetric Froude number
publisherAmerican Society of Civil Engineers
titleErosion of Sand by Circular Impinging Water Jets with Small Tailwater
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2003)129:3(225)
treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 003
contenttypeFulltext


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