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Improving the hydraulic efficiency of water process tanks using CFD models

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dc.contributor.author Stamou, AI en
dc.date.accessioned 2014-03-01T01:28:40Z
dc.date.available 2014-03-01T01:28:40Z
dc.date.issued 2008 en
dc.identifier.issn 0255-2701 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/18907
dc.subject CFD (computational fluid dynamics) en
dc.subject CFX en
dc.subject Chlorination en
dc.subject FTC (flow through curves) en
dc.subject Process tanks en
dc.subject RTD (residence time distribution) en
dc.subject.classification Energy & Fuels en
dc.subject.classification Engineering, Chemical en
dc.subject.other Chlorination en
dc.subject.other Computation theory en
dc.subject.other Computational fluid dynamics en
dc.subject.other Computational geometry en
dc.subject.other Disinfection en
dc.subject.other CFX en
dc.subject.other Flow through curves (FTC) en
dc.subject.other Process tanks en
dc.subject.other Residence time distribution (RTD) en
dc.subject.other Process control en
dc.subject.other Chlorination en
dc.subject.other Computation theory en
dc.subject.other Computational fluid dynamics en
dc.subject.other Computational geometry en
dc.subject.other Disinfection en
dc.subject.other Process control en
dc.title Improving the hydraulic efficiency of water process tanks using CFD models en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.cep.2007.02.033 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.cep.2007.02.033 en
heal.language English en
heal.publicationDate 2008 en
heal.abstract The hydraulic efficiency of water process tanks can be significantly improved by performing simple modifications in the initial geometries of the tanks. This concept was applied in the main tanks of the water supply network of Athens, which are used for disinfection. Various modified geometries were formulated by ""inserting"" guiding walls in these tanks, a very common, simple and inexpensive modification. The hydraulic efficiency of the tanks was assessed with a CFD model, which calculated the flow fields and the flow through curves (FTCs) for the initial and the modified geometries. From the comparison of the results the following conclusions were drawn: (1) the flow for the initial geometries was characterized by high levels of short-circuiting, large re-circulation regions and high degrees of mixing, and (2) the use of guiding walls created flow fields in the tanks with significant volumes of ""plug flow"", reduced short-circuiting, smaller re-circulation regions and thus less mixing. The modified geometries showing the best hydraulic efficiency were proposed for construction. This procedure, which can be applied in the all types of water tanks, resulted in significant cost savings, because the modifications were examined with the CFD model, prior to their actual implementation in the real tanks. © 2007 Elsevier B.V. All rights reserved. en
heal.publisher ELSEVIER SCIENCE SA en
heal.journalName Chemical Engineering and Processing: Process Intensification en
dc.identifier.doi 10.1016/j.cep.2007.02.033 en
dc.identifier.isi ISI:000257050800001 en
dc.identifier.volume 47 en
dc.identifier.issue 8 en
dc.identifier.spage 1179 en
dc.identifier.epage 1189 en


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