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The Limit Deposit Velocity model, a new approach
- 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