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contributor authorRobert Ettema
contributor authorGokhan Kirkil
contributor authorMarian Muste
date accessioned2017-05-08T20:45:16Z
date available2017-05-08T20:45:16Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%290733-9429%282006%29132%3A1%2833%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25989
description abstractThe writers’ experiments on local scour at vertical cylinders placed in a sand bed show that similitude of large-scale turbulence is an important consideration influencing equilibrium depth of local scour. For the range of cylinder diameters used in their experiments, the writers identify a direct trend between equilibrium scour depth (normalized with cylinder diameter) and the intensity and frequency of large-scale turbulence shed from each cylinder; values of normalized scour depth increased when cylinder diameter decreased. The writers offer a scour-depth adjustment factor to account for this trend, which essentially is a scale effect incurred with experiments involving three independent length scales: cylinder diameter, bed-particle diameter, and flow depth. The consequent similitude consideration, or scale effect, has general significance for laboratory studies of local scour associated with hydraulic structures in sediment beds.
publisherAmerican Society of Civil Engineers
titleSimilitude of Large-Scale Turbulence in Experiments on Local Scour at Cylinders
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2006)132:1(33)
treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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