| contributor author | Guangqian Wang | |
| contributor author | Jinren Ni | |
| date accessioned | 2017-05-08T22:30:17Z | |
| date available | 2017-05-08T22:30:17Z | |
| date copyright | December 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9399%281990%29116%3A12%282738%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81686 | |
| description abstract | The 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. | |
| publisher | American Society of Civil Engineers | |
| title | Kinetic Theory for Particle Concentration Distribution in Two‐Phase Flow | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1990)116:12(2738) | |
| tree | Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012 | |
| contenttype | Fulltext | |