Activated sludge pilot plant: comparison between experimental and predicted concentration profiles using three different modelling approaches.
Identifieur interne : 000066 ( Hal/Corpus ); précédent : 000065; suivant : 000067Activated sludge pilot plant: comparison between experimental and predicted concentration profiles using three different modelling approaches.
Auteurs : Y. Le Moullec ; O. Potier ; C. Gentric ; J. P. LeclercSource :
- Water Research [ 0043-1354 ] ; 2011.
Abstract
This paper presents an experimental and numerical study of an activated sludge channel pilot plant. Concentration profiles of oxygen, COD, NO(3) and NH(4) have been measured for several operating conditions. These profiles have been compared to the simulated ones with three different modelling approaches, namely a systemic approach, CFD and compartmental modelling. For these three approaches, the kinetics model was the ASM-1 model (Henze et al., 2001). The three approaches allowed a reasonable simulation of all the concentration profiles except for ammonium for which the simulations results were far from the experimental ones. The analysis of the results showed that the role of the kinetics model is of primary importance for the prediction of activated sludge reactors performance. The fact that existing kinetics parameters in the literature have been determined by parametric optimisation using a systemic model limits the reliability of the prediction of local concentrations and of the local design of activated sludge reactors.
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DOI: 10.1016/j.watres.2011.03.019
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Concentration profiles of oxygen, COD, NO(3) and NH(4) have been measured for several operating conditions. These profiles have been compared to the simulated ones with three different modelling approaches, namely a systemic approach, CFD and compartmental modelling. For these three approaches, the kinetics model was the ASM-1 model (Henze et al., 2001). The three approaches allowed a reasonable simulation of all the concentration profiles except for ammonium for which the simulations results were far from the experimental ones. The analysis of the results showed that the role of the kinetics model is of primary importance for the prediction of activated sludge reactors performance. The fact that existing kinetics parameters in the literature have been determined by parametric optimisation using a systemic model limits the reliability of the prediction of local concentrations and of the local design of activated sludge reactors.</div></front></TEI><hal api="V3"><titleStmt><title xml:lang="en">Activated sludge pilot plant: comparison between experimental and predicted concentration profiles using three different modelling approaches.</title><author role="aut"><persName><forename type="first">Y.</forename><surname>Le Moullec</surname></persName><email></email><idno type="halauthor">322004</idno><affiliation ref="#struct-211875"></affiliation></author><author role="aut"><persName><forename type="first">O.</forename><surname>Potier</surname></persName><email></email><idno type="halauthor">310411</idno><affiliation ref="#struct-211875"></affiliation></author><author role="aut"><persName><forename type="first">C.</forename><surname>Gentric</surname></persName><email></email><idno type="halauthor">91785</idno><affiliation ref="#struct-211875"></affiliation></author><author role="aut"><persName><forename type="first">J.P.</forename><surname>Leclerc</surname></persName><email></email><idno type="halauthor">92013</idno><affiliation ref="#struct-211875"></affiliation></author><editor role="depositor"><persName><forename>Josiane</forename><surname>Moras</surname></persName><email>josiane.moras@ensic.inpl-nancy.fr</email></editor></titleStmt><editionStmt><edition n="v1" type="current"><date type="whenSubmitted">2012-01-03 10:03:08</date><date type="whenModified">2016-05-17 10:12:01</date><date type="whenReleased">2012-01-03 10:03:08</date><date type="whenProduced">2011</date></edition><respStmt><resp>contributor</resp><name key="109516"><persName><forename>Josiane</forename><surname>Moras</surname></persName><email>josiane.moras@ensic.inpl-nancy.fr</email></name></respStmt></editionStmt><publicationStmt><distributor>CCSD</distributor><idno type="halId">hal-00655904</idno><idno type="halUri">https://hal.archives-ouvertes.fr/hal-00655904</idno><idno type="halBibtex">lemoullec:hal-00655904</idno><idno type="halRefHtml">Water Research, IWA Publishing, 2011, 45 (10), pp.3085-97. <10.1016/j.watres.2011.03.019></idno><idno type="halRef">Water Research, IWA Publishing, 2011, 45 (10), pp.3085-97. <10.1016/j.watres.2011.03.019></idno></publicationStmt><seriesStmt><idno type="stamp" n="CNRS">CNRS - Centre national de la recherche scientifique</idno><idno type="stamp" n="LRGP-UL">LRGP</idno><idno type="stamp" n="UNIV-LORRAINE">Université de Lorraine</idno></seriesStmt><notesStmt><note type="audience" n="2">International</note><note type="popular" n="0">No</note><note type="peer" n="1">Yes</note></notesStmt><sourceDesc><biblStruct><analytic><title xml:lang="en">Activated sludge pilot plant: comparison between experimental and predicted concentration profiles using three different modelling approaches.</title><author role="aut"><persName><forename type="first">Y.</forename><surname>Le Moullec</surname></persName><idno type="halAuthorId">322004</idno><affiliation ref="#struct-211875"></affiliation></author><author role="aut"><persName><forename type="first">O.</forename><surname>Potier</surname></persName><idno type="halAuthorId">310411</idno><affiliation ref="#struct-211875"></affiliation></author><author role="aut"><persName><forename type="first">C.</forename><surname>Gentric</surname></persName><idno type="halAuthorId">91785</idno><affiliation ref="#struct-211875"></affiliation></author><author role="aut"><persName><forename type="first">J.P.</forename><surname>Leclerc</surname></persName><idno type="halAuthorId">92013</idno><affiliation ref="#struct-211875"></affiliation></author></analytic><monogr><idno type="localRef">Equipe de recherche : Sols et Eaux</idno><idno type="halJournalId" status="VALID">9239</idno><idno type="issn">0043-1354</idno><title level="j">Water Research</title><imprint><publisher>IWA Publishing</publisher><biblScope unit="volume">45</biblScope><biblScope unit="issue">10</biblScope><biblScope unit="pp">3085-97</biblScope><date type="datePub">2011</date></imprint></monogr><idno type="doi">10.1016/j.watres.2011.03.019</idno></biblStruct></sourceDesc><profileDesc><langUsage><language ident="en">English</language></langUsage><textClass><classCode scheme="halDomain" n="spi.gproc">Engineering Sciences [physics]/Chemical and Process Engineering</classCode><classCode scheme="halTypology" n="ART">Journal articles</classCode></textClass><abstract xml:lang="en">This paper presents an experimental and numerical study of an activated sludge channel pilot plant. Concentration profiles of oxygen, COD, NO(3) and NH(4) have been measured for several operating conditions. These profiles have been compared to the simulated ones with three different modelling approaches, namely a systemic approach, CFD and compartmental modelling. For these three approaches, the kinetics model was the ASM-1 model (Henze et al., 2001). The three approaches allowed a reasonable simulation of all the concentration profiles except for ammonium for which the simulations results were far from the experimental ones. The analysis of the results showed that the role of the kinetics model is of primary importance for the prediction of activated sludge reactors performance. The fact that existing kinetics parameters in the literature have been determined by parametric optimisation using a systemic model limits the reliability of the prediction of local concentrations and of the local design of activated sludge reactors.</abstract></profileDesc></hal></record>Pour manipuler ce document sous Unix (Dilib)
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