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contributor authorRobert Ettema
contributor authorBruce W. Melville
contributor authorBrian Barkdoll
date accessioned2017-05-08T20:43:11Z
date available2017-05-08T20:43:11Z
date copyrightJune 1998
date issued1998
identifier other%28asce%290733-9429%281998%29124%3A6%28639%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24655
description abstractPresented here are the results of an enquiry into the effects of pier width on local scour depth. The results show that scour depth does not scale linearly with pier width unless there is more-or-less complete geometric similitude of pier, flow, and loose-bed particles—a condition that is rare. Geometric similitude is an important prerequisite to dynamic similitude in replicating local energy gradients for flow around piers. The implications for laboratory experiments on local scour and for design estimation of scour depth are discussed.
publisherAmerican Society of Civil Engineers
titleScale Effect in Pier-Scour Experiments
typeJournal Paper
journal volume124
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1998)124:6(639)
treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 006
contenttypeFulltext


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