dc.contributor.author |
Latsa, M |
en |
dc.contributor.author |
Assimacopoulos, D |
en |
dc.contributor.author |
Stamou, A |
en |
dc.contributor.author |
Markatos, N |
en |
dc.date.accessioned |
2014-03-01T01:15:21Z |
|
dc.date.available |
2014-03-01T01:15:21Z |
|
dc.date.issued |
1999 |
en |
dc.identifier.issn |
0307-904X |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/13455 |
|
dc.subject |
Batch sedimentation |
en |
dc.subject |
Inclined settlers |
en |
dc.subject |
Numerical modeling |
en |
dc.subject |
Two-phase flow |
en |
dc.subject.classification |
Engineering, Multidisciplinary |
en |
dc.subject.classification |
Mathematics, Interdisciplinary Applications |
en |
dc.subject.classification |
Mechanics |
en |
dc.subject.other |
particle |
en |
dc.subject.other |
sedimentation |
en |
dc.subject.other |
simulation model |
en |
dc.subject.other |
simulation |
en |
dc.subject.other |
sludge |
en |
dc.subject.other |
Computer simulation |
en |
dc.subject.other |
Mathematical models |
en |
dc.subject.other |
One dimensional |
en |
dc.subject.other |
Problem solving |
en |
dc.subject.other |
Sedimentation |
en |
dc.subject.other |
Settling tanks |
en |
dc.subject.other |
Two dimensional |
en |
dc.subject.other |
Two phase flow |
en |
dc.subject.other |
Batch sedimentation |
en |
dc.subject.other |
Inclined settlers |
en |
dc.subject.other |
Computational fluid dynamics |
en |
dc.subject.other |
batch separation |
en |
dc.subject.other |
mathematical modeling |
en |
dc.subject.other |
sedimentation |
en |
dc.subject.other |
two-phase flow |
en |
dc.title |
Two-phase modeling of batch sedimentation |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/S0307-904X(99)00016-5 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/S0307-904X(99)00016-5 |
en |
heal.language |
English |
en |
heal.publicationDate |
1999 |
en |
heal.abstract |
A two-phase model for the simulation of sedimentation processes is presented. The model solves the continuity and momentum equations for the pure-clear liquid and the sludge phases, and it is verified against a well-known benchmark problem, for which analytical solutions exist. Numerical simulations of a typical 1-D batch sedimentation process for mono-dispersed particles are carried out and results are found to be in satisfactory agreement with experimental data and model predictions of other researchers. A further expansion of the model to two-dimensions leads to predictions of the dynamic behavior of settling tanks and the effect of the inclination angle on the sedimentation process.A two-phase model for the simulation of sedimentation processes is presented. The model solves the continuity and momentum equations for the pure-clear liquid and the sludge phases, and it is verified against a well-known benchmark problem, for which analytical solutions exist. Numerical simulations of a typical 1-D batch sedimentation process for mono-dispersed particles are carried out and results are found to be in satisfactory agreement with experimental data and model predictions of other researchers. A further expansion of the model of two-dimensions leads to predictions of the dynamic behavior of settling tanks and the effect of the inclination angle on the sedimentation process. |
en |
heal.publisher |
Elsevier Science Inc, New York, NY, United States |
en |
heal.journalName |
Applied Mathematical Modelling |
en |
dc.identifier.doi |
10.1016/S0307-904X(99)00016-5 |
en |
dc.identifier.isi |
ISI:000083444200001 |
en |
dc.identifier.volume |
23 |
en |
dc.identifier.issue |
12 |
en |
dc.identifier.spage |
881 |
en |
dc.identifier.epage |
897 |
en |