A protocol for the use of computational fluid dynamics as a supportive tool for wastewater treatment plant modelling.
Identifieur interne : 003894 ( PubMed/Curation ); précédent : 003893; suivant : 003895A protocol for the use of computational fluid dynamics as a supportive tool for wastewater treatment plant modelling.
Auteurs : J. Laurent [France] ; R W Samstag [États-Unis] ; J M Ducoste [États-Unis] ; A. Griborio [États-Unis] ; I. Nopens [Belgique] ; D J Batstone [Australie] ; J D Wicks [Royaume-Uni] ; S. Saunders [États-Unis] ; O. Potier [France]Source :
- Water science and technology : a journal of the International Association on Water Pollution Research [ 0273-1223 ] ; 2014.
Descripteurs français
- KwdFr :
- MESH :
English descriptors
- KwdEn :
- MESH :
- chemical , analysis : Sewage.
- methods : Waste Disposal, Fluid.
- Hydrodynamics, Kinetics, Models, Theoretical, Software.
Abstract
To date, computational fluid dynamics (CFD) models have been primarily used for evaluation of hydraulic problems at wastewater treatment plants (WWTPs). A potentially more powerful use, however, is to simulate integrated physical, chemical and/or biological processes involved in WWTP unit processes on a spatial scale and to use the gathered knowledge to accelerate improvement in plant models for everyday use, that is, design and optimized operation. Evolving improvements in computer speed and memory and improved software for implementing CFD, as well as for integrated processes, has allowed for broader usage of this tool for understanding, troubleshooting, and optimal design of WWTP unit processes. This paper proposes a protocol for an alternative use of CFD in process modelling, as a way to gain insight into complex systems leading to improved modelling approaches used in combination with the IWA activated sludge models and other kinetic models.
DOI: 10.2166/wst.2014.425
PubMed: 25429444
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Laurent</name><affiliation wicri:level="1"><nlm:affiliation>ICube, Université de Strasbourg, CNRS (UMR 7357), ENGEES, 2 rue Boussingault, Strasbourg 67000, France E-mail: julien.laurent@icube.unistra.fr.</nlm:affiliation><country wicri:rule="url">France</country><wicri:regionArea>ICube, Université de Strasbourg, CNRS (UMR 7357), ENGEES, 2 rue Boussingault, Strasbourg 67000</wicri:regionArea></affiliation></author><author><name sortKey="Samstag, R W" sort="Samstag, R W" uniqKey="Samstag R" first="R W" last="Samstag">R W Samstag</name><affiliation wicri:level="1"><nlm:affiliation>Civil and Sanitary Engineer, PO Box 10129, Bainbridge Island, WA 98110, USA.</nlm:affiliation><country xml:lang="fr">États-Unis</country><wicri:regionArea>Civil and Sanitary Engineer, PO Box 10129, Bainbridge Island, WA 98110</wicri:regionArea></affiliation></author><author><name sortKey="Ducoste, J M" sort="Ducoste, J M" uniqKey="Ducoste J" first="J M" last="Ducoste">J M Ducoste</name><affiliation wicri:level="1"><nlm:affiliation>Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Campus Box 7908, Raleigh, NC 27695-7908, USA.</nlm:affiliation><country xml:lang="fr">États-Unis</country><wicri:regionArea>Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Campus Box 7908, Raleigh, NC 27695-7908</wicri:regionArea></affiliation></author><author><name sortKey="Griborio, A" sort="Griborio, A" uniqKey="Griborio A" first="A" last="Griborio">A. Griborio</name><affiliation wicri:level="1"><nlm:affiliation>Hazen and Sawyer, 4000 Hollywood Boulevard, Suite 750N, Hollywood, FL 33021, USA.</nlm:affiliation><country xml:lang="fr">États-Unis</country><wicri:regionArea>Hazen and Sawyer, 4000 Hollywood Boulevard, Suite 750N, Hollywood, FL 33021</wicri:regionArea></affiliation></author><author><name sortKey="Nopens, I" sort="Nopens, I" uniqKey="Nopens I" first="I" last="Nopens">I. Nopens</name><affiliation wicri:level="1"><nlm:affiliation>BIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000 Ghent, Belgium.</nlm:affiliation><country xml:lang="fr">Belgique</country><wicri:regionArea>BIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000 Ghent</wicri:regionArea></affiliation></author><author><name sortKey="Batstone, D J" sort="Batstone, D J" uniqKey="Batstone D" first="D J" last="Batstone">D J Batstone</name><affiliation wicri:level="1"><nlm:affiliation>Advanced Water Management Centre, University of Queensland, Level 4, Gehrmann Laboratories Building (60), Brisbane, QLD 4072, Australia.</nlm:affiliation><country xml:lang="fr">Australie</country><wicri:regionArea>Advanced Water Management Centre, University of Queensland, Level 4, Gehrmann Laboratories Building (60), Brisbane, QLD 4072</wicri:regionArea></affiliation></author><author><name sortKey="Wicks, J D" sort="Wicks, J D" uniqKey="Wicks J" first="J D" last="Wicks">J D Wicks</name><affiliation wicri:level="1"><nlm:affiliation>The Fluid Group, The Magdalen Centre, Robert Robinson Avenue, The Oxford Science Park, Oxford OX4 4GA, UK.</nlm:affiliation><country xml:lang="fr">Royaume-Uni</country><wicri:regionArea>The Fluid Group, The Magdalen Centre, Robert Robinson Avenue, The Oxford Science Park, Oxford OX4 4GA</wicri:regionArea></affiliation></author><author><name sortKey="Saunders, S" sort="Saunders, S" uniqKey="Saunders S" first="S" last="Saunders">S. Saunders</name><affiliation wicri:level="1"><nlm:affiliation>The Ibis Group, 101 NW Seminary Ave, Micanopy, FL 32667, USA.</nlm:affiliation><country xml:lang="fr">États-Unis</country><wicri:regionArea>The Ibis Group, 101 NW Seminary Ave, Micanopy, FL 32667</wicri:regionArea></affiliation></author><author><name sortKey="Potier, O" sort="Potier, O" uniqKey="Potier O" first="O" last="Potier">O. Potier</name><affiliation wicri:level="1"><nlm:affiliation>Laboratoire Réactions et Génie des Procédés, UMR 7274 CNRS, Université de Lorraine, 1 rue Grandville, 54001 Nancy, France.</nlm:affiliation><country xml:lang="fr">France</country><wicri:regionArea>Laboratoire Réactions et Génie des Procédés, UMR 7274 CNRS, Université de Lorraine, 1 rue Grandville, 54001 Nancy</wicri:regionArea></affiliation></author></analytic><series><title level="j">Water science and technology : a journal of the International Association on Water Pollution Research</title><idno type="ISSN">0273-1223</idno><imprint><date when="2014" type="published">2014</date></imprint></series></biblStruct></sourceDesc></fileDesc><profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Hydrodynamics</term><term>Kinetics</term><term>Models, Theoretical</term><term>Sewage (analysis)</term><term>Software</term><term>Waste Disposal, Fluid (methods)</term></keywords><keywords scheme="KwdFr" xml:lang="fr"><term>Cinétique</term><term>Eaux d'égout (analyse)</term><term>Hydrodynamique</term><term>Logiciel</term><term>Modèles théoriques</term><term>Élimination des déchets liquides ()</term></keywords><keywords scheme="MESH" type="chemical" qualifier="analysis" xml:lang="en"><term>Sewage</term></keywords><keywords scheme="MESH" qualifier="analyse" xml:lang="fr"><term>Eaux d'égout</term></keywords><keywords scheme="MESH" qualifier="methods" xml:lang="en"><term>Waste Disposal, Fluid</term></keywords><keywords scheme="MESH" xml:lang="en"><term>Hydrodynamics</term><term>Kinetics</term><term>Models, Theoretical</term><term>Software</term></keywords><keywords scheme="MESH" xml:lang="fr"><term>Cinétique</term><term>Hydrodynamique</term><term>Logiciel</term><term>Modèles théoriques</term><term>Élimination des déchets liquides</term></keywords></textClass></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">To date, computational fluid dynamics (CFD) models have been primarily used for evaluation of hydraulic problems at wastewater treatment plants (WWTPs). A potentially more powerful use, however, is to simulate integrated physical, chemical and/or biological processes involved in WWTP unit processes on a spatial scale and to use the gathered knowledge to accelerate improvement in plant models for everyday use, that is, design and optimized operation. Evolving improvements in computer speed and memory and improved software for implementing CFD, as well as for integrated processes, has allowed for broader usage of this tool for understanding, troubleshooting, and optimal design of WWTP unit processes. This paper proposes a protocol for an alternative use of CFD in process modelling, as a way to gain insight into complex systems leading to improved modelling approaches used in combination with the IWA activated sludge models and other kinetic models.</div></front></TEI><pubmed><MedlineCitation Status="MEDLINE" Owner="NLM"><PMID Version="1">25429444</PMID><DateCreated><Year>2014</Year><Month>11</Month><Day>28</Day></DateCreated><DateCompleted><Year>2015</Year><Month>05</Month><Day>08</Day></DateCompleted><DateRevised><Year>2014</Year><Month>11</Month><Day>28</Day></DateRevised><Article PubModel="Print"><Journal><ISSN IssnType="Print">0273-1223</ISSN><JournalIssue CitedMedium="Print"><Volume>70</Volume><Issue>10</Issue><PubDate><Year>2014</Year></PubDate></JournalIssue><Title>Water science and technology : a journal of the International Association on Water Pollution Research</Title><ISOAbbreviation>Water Sci. Technol.</ISOAbbreviation></Journal><ArticleTitle>A protocol for the use of computational fluid dynamics as a supportive tool for wastewater treatment plant modelling.</ArticleTitle><Pagination><MedlinePgn>1575-84</MedlinePgn></Pagination><ELocationID EIdType="doi" ValidYN="Y">10.2166/wst.2014.425</ELocationID><Abstract><AbstractText>To date, computational fluid dynamics (CFD) models have been primarily used for evaluation of hydraulic problems at wastewater treatment plants (WWTPs). A potentially more powerful use, however, is to simulate integrated physical, chemical and/or biological processes involved in WWTP unit processes on a spatial scale and to use the gathered knowledge to accelerate improvement in plant models for everyday use, that is, design and optimized operation. Evolving improvements in computer speed and memory and improved software for implementing CFD, as well as for integrated processes, has allowed for broader usage of this tool for understanding, troubleshooting, and optimal design of WWTP unit processes. This paper proposes a protocol for an alternative use of CFD in process modelling, as a way to gain insight into complex systems leading to improved modelling approaches used in combination with the IWA activated sludge models and other kinetic models.</AbstractText></Abstract><AuthorList CompleteYN="Y"><Author ValidYN="Y"><LastName>Laurent</LastName><ForeName>J</ForeName><Initials>J</Initials><AffiliationInfo><Affiliation>ICube, Université de Strasbourg, CNRS (UMR 7357), ENGEES, 2 rue Boussingault, Strasbourg 67000, France E-mail: julien.laurent@icube.unistra.fr.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Samstag</LastName><ForeName>R W</ForeName><Initials>RW</Initials><AffiliationInfo><Affiliation>Civil and Sanitary Engineer, PO Box 10129, Bainbridge Island, WA 98110, USA.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Ducoste</LastName><ForeName>J M</ForeName><Initials>JM</Initials><AffiliationInfo><Affiliation>Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Campus Box 7908, Raleigh, NC 27695-7908, USA.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Griborio</LastName><ForeName>A</ForeName><Initials>A</Initials><AffiliationInfo><Affiliation>Hazen and Sawyer, 4000 Hollywood Boulevard, Suite 750N, Hollywood, FL 33021, USA.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Nopens</LastName><ForeName>I</ForeName><Initials>I</Initials><AffiliationInfo><Affiliation>BIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000 Ghent, Belgium.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Batstone</LastName><ForeName>D J</ForeName><Initials>DJ</Initials><AffiliationInfo><Affiliation>Advanced Water Management Centre, University of Queensland, Level 4, Gehrmann Laboratories Building (60), Brisbane, QLD 4072, Australia.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Wicks</LastName><ForeName>J D</ForeName><Initials>JD</Initials><AffiliationInfo><Affiliation>The Fluid Group, The Magdalen Centre, Robert Robinson Avenue, The Oxford Science Park, Oxford OX4 4GA, UK.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Saunders</LastName><ForeName>S</ForeName><Initials>S</Initials><AffiliationInfo><Affiliation>The Ibis Group, 101 NW Seminary Ave, Micanopy, FL 32667, USA.</Affiliation></AffiliationInfo></Author><Author ValidYN="Y"><LastName>Potier</LastName><ForeName>O</ForeName><Initials>O</Initials><AffiliationInfo><Affiliation>Laboratoire Réactions et Génie des Procédés, UMR 7274 CNRS, Université de Lorraine, 1 rue Grandville, 54001 Nancy, France.</Affiliation></AffiliationInfo></Author></AuthorList><Language>eng</Language><PublicationTypeList><PublicationType UI="D016428">Journal Article</PublicationType><PublicationType UI="D013485">Research Support, Non-U.S. Gov't</PublicationType></PublicationTypeList></Article><MedlineJournalInfo><Country>England</Country><MedlineTA>Water Sci Technol</MedlineTA><NlmUniqueID>9879497</NlmUniqueID><ISSNLinking>0273-1223</ISSNLinking></MedlineJournalInfo><ChemicalList><Chemical><RegistryNumber>0</RegistryNumber><NameOfSubstance UI="D012722">Sewage</NameOfSubstance></Chemical></ChemicalList><CitationSubset>IM</CitationSubset><MeshHeadingList><MeshHeading><DescriptorName UI="D057446" MajorTopicYN="N">Hydrodynamics</DescriptorName></MeshHeading><MeshHeading><DescriptorName UI="D007700" MajorTopicYN="N">Kinetics</DescriptorName></MeshHeading><MeshHeading><DescriptorName UI="D008962" MajorTopicYN="Y">Models, Theoretical</DescriptorName></MeshHeading><MeshHeading><DescriptorName UI="D012722" MajorTopicYN="N">Sewage</DescriptorName><QualifierName UI="Q000032" MajorTopicYN="Y">analysis</QualifierName></MeshHeading><MeshHeading><DescriptorName UI="D012984" MajorTopicYN="N">Software</DescriptorName></MeshHeading><MeshHeading><DescriptorName UI="D014865" MajorTopicYN="N">Waste Disposal, Fluid</DescriptorName><QualifierName UI="Q000379" MajorTopicYN="Y">methods</QualifierName></MeshHeading></MeshHeadingList></MedlineCitation><PubmedData><History><PubMedPubDate PubStatus="entrez"><Year>2014</Year><Month>11</Month><Day>28</Day><Hour>6</Hour><Minute>0</Minute></PubMedPubDate><PubMedPubDate PubStatus="pubmed"><Year>2014</Year><Month>11</Month><Day>28</Day><Hour>6</Hour><Minute>0</Minute></PubMedPubDate><PubMedPubDate PubStatus="medline"><Year>2015</Year><Month>5</Month><Day>9</Day><Hour>6</Hour><Minute>0</Minute></PubMedPubDate></History><PublicationStatus>ppublish</PublicationStatus><ArticleIdList><ArticleId IdType="pubmed">25429444</ArticleId><ArticleId IdType="doi">10.2166/wst.2014.425</ArticleId></ArticleIdList></PubmedData></pubmed></record>Pour manipuler ce document sous Unix (Dilib)
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