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Design of secondary settling tanks using a CFD model

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dc.contributor.author Stamou, AI en
dc.contributor.author Theodoridis, G en
dc.contributor.author Xanthopoulos, K en
dc.date.accessioned 2014-03-01T01:30:07Z
dc.date.available 2014-03-01T01:30:07Z
dc.date.issued 2009 en
dc.identifier.issn 0733-9372 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/19479
dc.subject Computational fluid dynamics technique en
dc.subject Density currents en
dc.subject Flow simulation en
dc.subject Sedimentation tanks en
dc.subject Simulation models en
dc.subject Wastewater treatment en
dc.subject.classification Engineering, Environmental en
dc.subject.classification Engineering, Civil en
dc.subject.classification Environmental Sciences en
dc.subject.other CFD models en
dc.subject.other Completely-mixed en
dc.subject.other Computational fluid dynamics technique en
dc.subject.other Density currents en
dc.subject.other Design condition en
dc.subject.other Empirical design en
dc.subject.other Scaling parameter en
dc.subject.other Secondary settling tanks en
dc.subject.other Sedimentation tanks en
dc.subject.other Simulation models en
dc.subject.other Suspended solids en
dc.subject.other Three-layer en
dc.subject.other Type II en
dc.subject.other Wastewater treatment plants en
dc.subject.other Chemical oxygen demand en
dc.subject.other Computational fluid dynamics en
dc.subject.other Design en
dc.subject.other Effluents en
dc.subject.other Flocculation en
dc.subject.other Flow simulation en
dc.subject.other Fluid dynamics en
dc.subject.other Pumps en
dc.subject.other Sedimentation en
dc.subject.other Settling tanks en
dc.subject.other Sewage en
dc.subject.other Sewage treatment en
dc.subject.other Simulators en
dc.subject.other Tanks (containers) en
dc.subject.other Wastewater en
dc.subject.other Wastewater reclamation en
dc.subject.other Wastewater treatment en
dc.subject.other Water recycling en
dc.subject.other Water treatment plants en
dc.subject.other Sewage settling tanks en
dc.subject.other computational fluid dynamics en
dc.subject.other design en
dc.subject.other flocculation en
dc.subject.other modeling en
dc.subject.other performance assessment en
dc.subject.other sedimentation en
dc.subject.other sewage en
dc.subject.other wastewater en
dc.subject.other water treatment en
dc.subject.other Psyttalia en
dc.title Design of secondary settling tanks using a CFD model en
heal.type journalArticle en
heal.identifier.primary 10.1061/(ASCE)0733-9372(2009)135:7(551) en
heal.identifier.secondary http://dx.doi.org/10.1061/(ASCE)0733-9372(2009)135:7(551) en
heal.language English en
heal.publicationDate 2009 en
heal.abstract A computational fluid dynamics (CFD) model is presented and applied in the design of the secondary settling tanks of Psyttalia Wastewater Treatment Plant in Athens, Europe's largest sewage treatment facility. The tanks are of the Gould Type II consisting of the following regions: an inlet-flocculation chamber with an inlet baffle, two zones of settling separated by an intermediate baffle, an outlet region, and a sludge collection region. The number of tanks and their dimensions were determined with an empirical design procedure. Then, theoretical considerations, information from similar existing tanks, and preliminary CFD calculations were combined to determine the dimensions of the main regions and the positions of the baffles. Finally, detailed CFD calculations were performed to examine the performance of the tanks for various design conditions. Computations showed that the flow in the inlet-flocculation region was completely mixed; while in the settling regions a ""three-layer"" structure with relatively constant layer heights was observed. CFD results were processed to determine parameters of practical interest, including the heights of the sludge blankets and the effluent suspended solids concentrations; these parameters were correlated satisfactorily with the Hazen number, which is used as a scaling parameter in primary settling tanks. © 2009 ASCE. en
heal.publisher ASCE-AMER SOC CIVIL ENGINEERS en
heal.journalName Journal of Environmental Engineering en
dc.identifier.doi 10.1061/(ASCE)0733-9372(2009)135:7(551) en
dc.identifier.isi ISI:000267055100009 en
dc.identifier.volume 135 en
dc.identifier.issue 7 en
dc.identifier.spage 551 en
dc.identifier.epage 561 en


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