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Erosion of Sand by Circular Impinging Water Jets with Small Tailwater
Authors:N Rajaratnam  K A Mazurek
Affiliation:1Professor Emeritus, Dept. of Civil & Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G?2G7.
2Assistant Professor, Dept. of Civil & Environmental Engineering, Univ. of Windsor, Windsor, ON, Canada N9B?3P4.
Abstract:This 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 F0′ = U0′/, where U0′ = velocity of the jet at the original level of the sand bed; g = acceleration due to gravity; D = mean diameter of the sand particles; ρ = density of the eroding fluid; and Δρ = difference between particle and fluid densities. Useful correlations have been developed to estimate the size of the scour holes. Also included is a comparison between the erosion caused by submerged and unsubmerged impinging circular jets.
Keywords:Erosion  Cohesiveless soils  Submerging  Tailwater  Water jets  
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