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contributor authorPaul A. Hwang
date accessioned2017-05-08T20:40:42Z
date available2017-05-08T20:40:42Z
date copyrightJanuary 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A1%2823%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23234
description abstractThe instantaneous velocity of particles driven by an oscillating flow can be determined by means of Fourier analysis. A simple numerical method based on the principle of least square error is presented to obtain the solutions of the Fourier coefficients. The computed zeroth harmonic term, which is the effective fall velocity and is less than the terminal velocity in still fluid, is in good agreement with experimental observations. The reduced velocity is caused by the nonlinear modification of the drag force exerted on the particle by the fluid because the relative velocity between the particle and the fluid is no longer the constant terminal velocity. There are three parameters that determine the effectiveness of fall velocity reduction: The terminal velocity Reynolds number, the ratio of the flow velocity amplitude to the terminal velocity, and a quantity characterizing the frequency response of the particle to the unsteadiness of the flow motion.
publisherAmerican Society of Civil Engineers
titleVelocity of Particles Falling in Vertically Oscillating Flow
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:1(23)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 001
contenttypeFulltext


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