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contributor authorAta Amini
contributor authorBruce W. Melville
contributor authorThamer M. Ali
contributor authorAbdul H. Ghazali
date accessioned2017-05-08T21:51:16Z
date available2017-05-08T21:51:16Z
date copyrightFebruary 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000514.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64338
description abstractThe results of an experimental study on clear-water scour at pile groups under steady flows at threshold velocity are presented. A wide range of pile group arrangements, spacing, and submergence ratios are studied. Uniform bed material in a 46-m long, 1.52-m wide, and 1.9-m deep flume was used to obtain comprehensive data. Empirical relations to demonstrate the effects of the studied variables are presented. On the basis of the findings of this study, a new method to predict the effect of pile group arrangements, pile spacing, and submergence ratio on local scour depth is proposed. The experimental data obtained in this study and data available from the literature are used to evaluate predictions of existing methods and the accuracy of the proposed method. The proposed method gives reasonable scour depth predictions.
publisherAmerican Society of Civil Engineers
titleClear-Water Local Scour around Pile Groups in Shallow-Water Flow
typeJournal Paper
journal volume138
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000488
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 002
contenttypeFulltext


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