Show simple item record

contributor authorGuangqian Wang
contributor authorJinren Ni
date accessioned2017-05-08T22:30:17Z
date available2017-05-08T22:30:17Z
date copyrightDecember 1990
date issued1990
identifier other%28asce%290733-9399%281990%29116%3A12%282738%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81686
description abstractThe results of experiments in open channels and closed pipelines show two kinds of patterns for the vertical distribution of particle concentration (i.e., pattern I and pattern II). The former shows a pattern of maximum concentration at some location above the bottom and the downward decay of the concentration below the location. The latter always shows an increase of the particle concentration downward over the whole vertical, with the maximum value at the bottom. Many investigations were made on the pattern II, but few were made on pattern I. In this paper, a particle velocity distribution function is first obtained in the equilibrium state or in dilute steady state for the particle in two‐phase flows, then a theoretical model for the particle concentration distribution is derived from the kinetic theory. More attention is paid to the predictions of the concentration distribution of pattern I and comparisons of the present model are made with the data measured by means of laser doppler anemometry (LDA). Very good agreements are obtained between the measured and calculated results.
publisherAmerican Society of Civil Engineers
titleKinetic Theory for Particle Concentration Distribution in Two‐Phase Flow
typeJournal Paper
journal volume116
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1990)116:12(2738)
treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record