2D Numerical model of particle-bed collision in fluid-particle flows over bed

This paper deals with bed load transport and the movement of rotating spherical particles in an open channel flow is considered. A numerical model for the random process of the particle impact and rebound from the channel bed is developed. Stochastic methods of collision height and collision angle c...

Full description

Saved in:
Bibliographic Details
Published inJournal of hydraulic research Vol. 44; no. 1; pp. 70 - 78
Main Authors Lukerchenko, Nikolai, Chara, Zdenek, Vlasak, Pavel
Format Journal Article
LanguageEnglish
Published Delft Taylor & Francis Group 01.01.2006
International Association for Hydraulic Research
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:This paper deals with bed load transport and the movement of rotating spherical particles in an open channel flow is considered. A numerical model for the random process of the particle impact and rebound from the channel bed is developed. Stochastic methods of collision height and collision angle calculation are proposed. The velocity components of particle translational and angular movement of the particle immediately after collision are expressed as function of the particle translational and angular velocity components immediately before collision for two patterns of saltation process: impact with slip and impact without slip. The condition for the collision without slip is determined. Numerical simulation of particle saltation using this model of particle-bed collision is performed. It is shown that this model allows describing double collisions of the particle with a rough bed and that the mechanism of particle-rough bed collision supports sufficiently bed load transport in the form of saltation. In the case of smooth bed the particle jumps are quickly extinguished and after a few jumps the particle slides and rolls along smooth bed without jumps
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0022-1686
1814-2079
DOI:10.1080/00221686.2006.9521662