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The Limit Deposit Velocity model, a new approach

Authors :
Miedema Sape A.
Ramsdell Robert C.
Source :
Journal of Hydrology and Hydromechanics, Vol 63, Iss 4, Pp 273-286 (2015)
Publication Year :
2015
Publisher :
Sciendo, 2015.

Abstract

In slurry transport of settling slurries in Newtonian fluids, it is often stated that one should apply a line speed above a critical velocity, because blow this critical velocity there is the danger of plugging the line. There are many definitions and names for this critical velocity. It is referred to as the velocity where a bed starts sliding or the velocity above which there is no stationary bed or sliding bed. Others use the velocity where the hydraulic gradient is at a minimum, because of the minimum energy consumption. Most models from literature are one term one equation models, based on the idea that the critical velocity can be explained that way.

Details

Language :
English
ISSN :
0042790X
Volume :
63
Issue :
4
Database :
Directory of Open Access Journals
Journal :
Journal of Hydrology and Hydromechanics
Publication Type :
Academic Journal
Accession number :
edsdoj.508ec8992d848fd8e847b42ffa27f78
Document Type :
article
Full Text :
https://doi.org/10.1515/johh-2015-0034