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Similitude of Large-Scale Turbulence in Experiments on Local Scour at Cylinders
Authors:Robert Ettema  Gokhan Kirkil  Marian Muste
Affiliation:1Professor, Dept. of Civil and Environmental Engineering, IIHR Hydroscience and Engineering, The Univ. of Iowa, Iowa City, IA 52242 (corresponding author). E-mail: robert-ettema@uiowa.edu
2Graduate Student, Dept. of Civil and Environmental Engineering, IIHR Hydroscience and Engineering, The Univ. of Iowa, Iowa City, IA 52242.
3Research Engineer, Dept. of Civil and Environmental Engineering, IIHR Hydroscience and Engineering, The Univ. of Iowa, Iowa City, IA 52242.
Abstract:The 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.
Keywords:Turbulence  Scour  Cylinders  Sediment  Hydraulic structures  
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