AustralieFrV1, PascalFrancis, Corpus, bibRecord, 000901

Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment

Identifieur interne : 000901 ( PascalFrancis/Corpus ); précédent : 000900; suivant : 000902

Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment

Auteurs : C. Ayache ; M. Pidou ; J. P. Croue ; J. Labanowski ; Y. Poussade ; A. Tazi-Pain ; J. Keller ; W. Gernjak

Source :

Water research : (Oxford) [ 0043-1354 ] ; 2013.

RBID : Pascal:13-0261899

Descripteurs français

Pascal (Inist)
- Effluent, Matière organique, Encrassement, Epuration tertiaire, Spectrométrie fluorescence, Chromatographie phase liquide, Carbone organique, Réutilisation déchet, Gestion ressource eau, Eau usée urbaine, Séparation par membrane, Queensland, Epuration eau usée, Traitement eau, Valorisation, Gestion déchet, Développement durable, Protection environnement, Indice de colmatage.

English descriptors

KwdEn :
- Effluent, Environmental protection, Fluorescence spectrometry, Fouling, Fouling index, Liquid chromatography, Membrane separation, Organic carbon, Organic matter, Queensland, Sustainable development, Tertiary purification, Upgrading, Urban waste water, Waste management, Waste reuse, Waste water purification, Water resource management, Water treatment.

Abstract

This study aims at comparing low-pressure membrane fouling obtained with two different secondary effluents at bench and pilot-scale based on the determination of two fouling indices: the total fouling index (TFI) and the hydraulically irreversible fouling index (HIFI). The main objective was to investigate if simpler and less costly bench-scale experimentation can substitute for pilot-scale trials when assessing the fouling potential of secondary effluent in large scale membrane filtration plants producing recycled water. Absolute values for specific flux and total fouling index for the bench-scale system were higher than those determined from pilot-scale, nevertheless a statistically significant correlation (r² ₌ 0.63, a ₌ ₀.1) was obtained for the total fouling index at both scales. On the contrary no such correlation was found for the hydraulically irreversible fouling index. Advanced water characterization tools such as excitation-emission matrix fluorescence spectroscopy (EEM) and liquid chromatography with organic carbon detection (LC-OCD) were used for the characterization of foulants. On the basis of statistical analysis, biopolymers and humic substances were found to be the major contribution to total fouling (r² = 0.95 and r² = ₀.₈₈, respectively). Adsorption of the low molecular weight neutral compounds to the membrane was attributed to hydraulically irreversible fouling (r² = 0.67).

Notice en format standard (ISO 2709)

Pour connaître la documentation sur le format Inist Standard.

A01	`01`	`1`		`@0 0043-1354`
A02	`01`			`@0 WATRAG`
A03		`1`		`@0 Water res. : (Oxf.)`
A05				`@2 47`
A06				`@2 8`
A08	`01`	`1`	`ENG`	`@1 Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment`
A11	`01`	`1`		`@1 AYACHE (C.)`
A11	`02`	`1`		`@1 PIDOU (M.)`
A11	`03`	`1`		`@1 CROUE (J. P.)`
A11	`04`	`1`		`@1 LABANOWSKI (J.)`
A11	`05`	`1`		`@1 POUSSADE (Y.)`
A11	`06`	`1`		`@1 TAZI-PAIN (A.)`
A11	`07`	`1`		`@1 KELLER (J.)`
A11	`08`	`1`		`@1 GERNJAK (W.)`
A14	`01`			`@1 Advanced Water Management Centre, The University of Queensland, St Lucia @2 Brisbane, QLD 4072 @3 AUS @Z 1 aut. @Z 2 aut. @Z 7 aut. @Z 8 aut.`
A14	`02`			`@1 Veolia Enuironnement Recherche et Innovation, Chemin de la Digue @2 78603 Maisons Laffitte @3 FRA @Z 1 aut. @Z 6 aut.`
A14	`03`			`@1 IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré @2 86 022 Poitiers @3 FRA @Z 1 aut. @Z 3 aut. @Z 4 aut.`
A14	`04`			`@1 Water Desalination and Reuse Center, King Abdullah University of Science and Technology @2 Thuwal @3 SAU @Z 3 aut.`
A14	`05`			`@1 Veolia Water Australia, PO Box 10819, Adelaide Street Post Office @2 Brisbane, QLD 4000 @3 AUS @Z 5 aut.`
A20				`@1 2633-2642`
A21				`@1 2013`
A23	`01`			`@0 ENG`
A43	`01`			`@1 INIST @2 8940A @5 354000173313240020`
A44				`@0 0000 @1 © 2013 INIST-CNRS. All rights reserved.`
A45				`@0 1 p.`
A47	`01`	`1`		`@0 13-0261899`
A60				`@1 P`
A61				`@0 A`
A64	`01`	`1`		`@0 Water research : (Oxford)`
A66	`01`			`@0 GBR`
C01	`01`		`ENG`	@0 This study aims at comparing low-pressure membrane fouling obtained with two different secondary effluents at bench and pilot-scale based on the determination of two fouling indices: the total fouling index (TFI) and the hydraulically irreversible fouling index (HIFI). The main objective was to investigate if simpler and less costly bench-scale experimentation can substitute for pilot-scale trials when assessing the fouling potential of secondary effluent in large scale membrane filtration plants producing recycled water. Absolute values for specific flux and total fouling index for the bench-scale system were higher than those determined from pilot-scale, nevertheless a statistically significant correlation (r² ₌ 0.63, a ₌ ₀.1) was obtained for the total fouling index at both scales. On the contrary no such correlation was found for the hydraulically irreversible fouling index. Advanced water characterization tools such as excitation-emission matrix fluorescence spectroscopy (EEM) and liquid chromatography with organic carbon detection (LC-OCD) were used for the characterization of foulants. On the basis of statistical analysis, biopolymers and humic substances were found to be the major contribution to total fouling (r² = 0.95 and r² = ₀.₈₈, respectively). Adsorption of the low molecular weight neutral compounds to the membrane was attributed to hydraulically irreversible fouling (r² = 0.67).
C02	`01`	`X`		`@0 001D16A07`
C02	`02`	`X`		`@0 001D16A02`
C02	`03`	`2`		`@0 001E01N03`
C02	`04`	`2`		`@0 226A03`
C03	`01`	`X`	`FRE`	`@0 Effluent @5 01`
C03	`01`	`X`	`ENG`	`@0 Effluent @5 01`
C03	`01`	`X`	`SPA`	`@0 Efluente @5 01`
C03	`02`	`X`	`FRE`	`@0 Matière organique @5 02`
C03	`02`	`X`	`ENG`	`@0 Organic matter @5 02`
C03	`02`	`X`	`SPA`	`@0 Materia orgánica @5 02`
C03	`03`	`X`	`FRE`	`@0 Encrassement @5 03`
C03	`03`	`X`	`ENG`	`@0 Fouling @5 03`
C03	`03`	`X`	`SPA`	`@0 Enmugrecimiento @5 03`
C03	`04`	`X`	`FRE`	`@0 Epuration tertiaire @5 04`
C03	`04`	`X`	`ENG`	`@0 Tertiary purification @5 04`
C03	`04`	`X`	`SPA`	`@0 Depuración terciaria @5 04`
C03	`05`	`X`	`FRE`	`@0 Spectrométrie fluorescence @5 05`
C03	`05`	`X`	`ENG`	`@0 Fluorescence spectrometry @5 05`
C03	`05`	`X`	`SPA`	`@0 Espectrometría fluorescencia @5 05`
C03	`06`	`X`	`FRE`	`@0 Chromatographie phase liquide @5 06`
C03	`06`	`X`	`ENG`	`@0 Liquid chromatography @5 06`
C03	`06`	`X`	`SPA`	`@0 Cromatografía fase líquida @5 06`
C03	`07`	`X`	`FRE`	`@0 Carbone organique @5 07`
C03	`07`	`X`	`ENG`	`@0 Organic carbon @5 07`
C03	`07`	`X`	`SPA`	`@0 Carbono orgánico @5 07`
C03	`08`	`X`	`FRE`	`@0 Réutilisation déchet @5 08`
C03	`08`	`X`	`ENG`	`@0 Waste reuse @5 08`
C03	`08`	`X`	`SPA`	`@0 Reutilización desperdicios @5 08`
C03	`09`	`X`	`FRE`	`@0 Gestion ressource eau @5 09`
C03	`09`	`X`	`ENG`	`@0 Water resource management @5 09`
C03	`09`	`X`	`SPA`	`@0 Gestión recurso agua @5 09`
C03	`10`	`X`	`FRE`	`@0 Eau usée urbaine @5 10`
C03	`10`	`X`	`ENG`	`@0 Urban waste water @5 10`
C03	`10`	`X`	`SPA`	`@0 Agua usada urbana @5 10`
C03	`11`	`X`	`FRE`	`@0 Séparation par membrane @5 11`
C03	`11`	`X`	`ENG`	`@0 Membrane separation @5 11`
C03	`11`	`X`	`SPA`	`@0 Separación por membrana @5 11`
C03	`12`	`X`	`FRE`	`@0 Queensland @2 NG @5 31`
C03	`12`	`X`	`ENG`	`@0 Queensland @2 NG @5 31`
C03	`12`	`X`	`SPA`	`@0 Queensland @2 NG @5 31`
C03	`13`	`X`	`FRE`	`@0 Epuration eau usée @5 35`
C03	`13`	`X`	`ENG`	`@0 Waste water purification @5 35`
C03	`13`	`X`	`SPA`	`@0 Depuración aguas servidas @5 35`
C03	`14`	`X`	`FRE`	`@0 Traitement eau @5 36`
C03	`14`	`X`	`ENG`	`@0 Water treatment @5 36`
C03	`14`	`X`	`SPA`	`@0 Tratamiento agua @5 36`
C03	`15`	`X`	`FRE`	`@0 Valorisation @5 37`
C03	`15`	`X`	`ENG`	`@0 Upgrading @5 37`
C03	`15`	`X`	`SPA`	`@0 Valorización @5 37`
C03	`16`	`X`	`FRE`	`@0 Gestion déchet @5 38`
C03	`16`	`X`	`ENG`	`@0 Waste management @5 38`
C03	`16`	`X`	`SPA`	`@0 Tratamiento desperdicios @5 38`
C03	`17`	`X`	`FRE`	`@0 Développement durable @5 40`
C03	`17`	`X`	`ENG`	`@0 Sustainable development @5 40`
C03	`17`	`X`	`SPA`	`@0 Desarrollo sostenible @5 40`
C03	`18`	`X`	`FRE`	`@0 Protection environnement @5 41`
C03	`18`	`X`	`ENG`	`@0 Environmental protection @5 41`
C03	`18`	`X`	`SPA`	`@0 Protección medio ambiente @5 41`
C03	`19`	`X`	`FRE`	`@0 Indice de colmatage @4 CD @5 96`
C03	`19`	`X`	`ENG`	`@0 Fouling index @4 CD @5 96`
C07	`01`	`X`	`FRE`	`@0 Australie @2 NG`
C07	`01`	`X`	`ENG`	`@0 Australia @2 NG`
C07	`01`	`X`	`SPA`	`@0 Australia @2 NG`
C07	`02`	`X`	`FRE`	`@0 Océanie @2 NG`
C07	`02`	`X`	`ENG`	`@0 Oceania @2 NG`
C07	`02`	`X`	`SPA`	`@0 Oceania @2 NG`
N21				`@1 252`

Format Inist (serveur)

NO :	PASCAL 13-0261899 INIST
ET :	Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment
AU :	AYACHE (C.); PIDOU (M.); CROUE (J. P.); LABANOWSKI (J.); POUSSADE (Y.); TAZI-PAIN (A.); KELLER (J.); GERNJAK (W.)
AF :	Advanced Water Management Centre, The University of Queensland, St Lucia/Brisbane, QLD 4072/Australie (1 aut., 2 aut., 7 aut., 8 aut.); Veolia Enuironnement Recherche et Innovation, Chemin de la Digue/78603 Maisons Laffitte/France (1 aut., 6 aut.); IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré/86 022 Poitiers/France (1 aut., 3 aut., 4 aut.); Water Desalination and Reuse Center, King Abdullah University of Science and Technology/Thuwal/Arabie Saoudite (3 aut.); Veolia Water Australia, PO Box 10819, Adelaide Street Post Office/Brisbane, QLD 4000/Australie (5 aut.)
DT :	Publication en série; Niveau analytique
SO :	Water research : (Oxford); ISSN 0043-1354; Coden WATRAG; Royaume-Uni; Da. 2013; Vol. 47; No. 8; Pp. 2633-2642; Bibl. 1 p.
LA :	Anglais
EA :	This study aims at comparing low-pressure membrane fouling obtained with two different secondary effluents at bench and pilot-scale based on the determination of two fouling indices: the total fouling index (TFI) and the hydraulically irreversible fouling index (HIFI). The main objective was to investigate if simpler and less costly bench-scale experimentation can substitute for pilot-scale trials when assessing the fouling potential of secondary effluent in large scale membrane filtration plants producing recycled water. Absolute values for specific flux and total fouling index for the bench-scale system were higher than those determined from pilot-scale, nevertheless a statistically significant correlation (r² ₌ 0.63, a ₌ ₀.1) was obtained for the total fouling index at both scales. On the contrary no such correlation was found for the hydraulically irreversible fouling index. Advanced water characterization tools such as excitation-emission matrix fluorescence spectroscopy (EEM) and liquid chromatography with organic carbon detection (LC-OCD) were used for the characterization of foulants. On the basis of statistical analysis, biopolymers and humic substances were found to be the major contribution to total fouling (r² = 0.95 and r² = ₀.₈₈, respectively). Adsorption of the low molecular weight neutral compounds to the membrane was attributed to hydraulically irreversible fouling (r² = 0.67).
CC :	001D16A07; 001D16A02; 001E01N03; 226A03
FD :	Effluent; Matière organique; Encrassement; Epuration tertiaire; Spectrométrie fluorescence; Chromatographie phase liquide; Carbone organique; Réutilisation déchet; Gestion ressource eau; Eau usée urbaine; Séparation par membrane; Queensland; Epuration eau usée; Traitement eau; Valorisation; Gestion déchet; Développement durable; Protection environnement; Indice de colmatage
FG :	Australie; Océanie
ED :	Effluent; Organic matter; Fouling; Tertiary purification; Fluorescence spectrometry; Liquid chromatography; Organic carbon; Waste reuse; Water resource management; Urban waste water; Membrane separation; Queensland; Waste water purification; Water treatment; Upgrading; Waste management; Sustainable development; Environmental protection; Fouling index
EG :	Australia; Oceania
SD :	Efluente; Materia orgánica; Enmugrecimiento; Depuración terciaria; Espectrometría fluorescencia; Cromatografía fase líquida; Carbono orgánico; Reutilización desperdicios; Gestión recurso agua; Agua usada urbana; Separación por membrana; Queensland; Depuración aguas servidas; Tratamiento agua; Valorización; Tratamiento desperdicios; Desarrollo sostenible; Protección medio ambiente
LO :	INIST-8940A.354000173313240020
ID :	13-0261899

Links to Exploration step

Pascal:13-0261899

Le document en format XML

<record><TEI><teiHeader><fileDesc><titleStmt><title xml:lang="en" level="a">Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment</title>
<author><name sortKey="Ayache, C" sort="Ayache, C" uniqKey="Ayache C" first="C." last="Ayache">C. Ayache</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="02"><s1>Veolia Enuironnement Recherche et Innovation, Chemin de la Digue</s1>
<s2>78603 Maisons Laffitte</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>6 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="03"><s1>IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré</s1>
<s2>86 022 Poitiers</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Pidou, M" sort="Pidou, M" uniqKey="Pidou M" first="M." last="Pidou">M. Pidou</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Croue, J P" sort="Croue, J P" uniqKey="Croue J" first="J. P." last="Croue">J. P. Croue</name>
<affiliation><inist:fA14 i1="03"><s1>IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré</s1>
<s2>86 022 Poitiers</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="04"><s1>Water Desalination and Reuse Center, King Abdullah University of Science and Technology</s1>
<s2>Thuwal</s2>
<s3>SAU</s3>
<sZ>3 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Labanowski, J" sort="Labanowski, J" uniqKey="Labanowski J" first="J." last="Labanowski">J. Labanowski</name>
<affiliation><inist:fA14 i1="03"><s1>IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré</s1>
<s2>86 022 Poitiers</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Poussade, Y" sort="Poussade, Y" uniqKey="Poussade Y" first="Y." last="Poussade">Y. Poussade</name>
<affiliation><inist:fA14 i1="05"><s1>Veolia Water Australia, PO Box 10819, Adelaide Street Post Office</s1>
<s2>Brisbane, QLD 4000</s2>
<s3>AUS</s3>
<sZ>5 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Tazi Pain, A" sort="Tazi Pain, A" uniqKey="Tazi Pain A" first="A." last="Tazi-Pain">A. Tazi-Pain</name>
<affiliation><inist:fA14 i1="02"><s1>Veolia Enuironnement Recherche et Innovation, Chemin de la Digue</s1>
<s2>78603 Maisons Laffitte</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>6 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Keller, J" sort="Keller, J" uniqKey="Keller J" first="J." last="Keller">J. Keller</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Gernjak, W" sort="Gernjak, W" uniqKey="Gernjak W" first="W." last="Gernjak">W. Gernjak</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
</titleStmt>
<publicationStmt><idno type="wicri:source">INIST</idno>
<idno type="inist">13-0261899</idno>
<date when="2013">2013</date>
<idno type="stanalyst">PASCAL 13-0261899 INIST</idno>
<idno type="RBID">Pascal:13-0261899</idno>
<idno type="wicri:Area/PascalFrancis/Corpus">000901</idno>
</publicationStmt>
<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment</title>
<author><name sortKey="Ayache, C" sort="Ayache, C" uniqKey="Ayache C" first="C." last="Ayache">C. Ayache</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="02"><s1>Veolia Enuironnement Recherche et Innovation, Chemin de la Digue</s1>
<s2>78603 Maisons Laffitte</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>6 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="03"><s1>IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré</s1>
<s2>86 022 Poitiers</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Pidou, M" sort="Pidou, M" uniqKey="Pidou M" first="M." last="Pidou">M. Pidou</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Croue, J P" sort="Croue, J P" uniqKey="Croue J" first="J. P." last="Croue">J. P. Croue</name>
<affiliation><inist:fA14 i1="03"><s1>IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré</s1>
<s2>86 022 Poitiers</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="04"><s1>Water Desalination and Reuse Center, King Abdullah University of Science and Technology</s1>
<s2>Thuwal</s2>
<s3>SAU</s3>
<sZ>3 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Labanowski, J" sort="Labanowski, J" uniqKey="Labanowski J" first="J." last="Labanowski">J. Labanowski</name>
<affiliation><inist:fA14 i1="03"><s1>IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré</s1>
<s2>86 022 Poitiers</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Poussade, Y" sort="Poussade, Y" uniqKey="Poussade Y" first="Y." last="Poussade">Y. Poussade</name>
<affiliation><inist:fA14 i1="05"><s1>Veolia Water Australia, PO Box 10819, Adelaide Street Post Office</s1>
<s2>Brisbane, QLD 4000</s2>
<s3>AUS</s3>
<sZ>5 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Tazi Pain, A" sort="Tazi Pain, A" uniqKey="Tazi Pain A" first="A." last="Tazi-Pain">A. Tazi-Pain</name>
<affiliation><inist:fA14 i1="02"><s1>Veolia Enuironnement Recherche et Innovation, Chemin de la Digue</s1>
<s2>78603 Maisons Laffitte</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>6 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Keller, J" sort="Keller, J" uniqKey="Keller J" first="J." last="Keller">J. Keller</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Gernjak, W" sort="Gernjak, W" uniqKey="Gernjak W" first="W." last="Gernjak">W. Gernjak</name>
<affiliation><inist:fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
</analytic>
<series><title level="j" type="main">Water research : (Oxford)</title>
<title level="j" type="abbreviated">Water res. : (Oxf.)</title>
<idno type="ISSN">0043-1354</idno>
<imprint><date when="2013">2013</date>
</imprint>
</series>
</biblStruct>
</sourceDesc>
<seriesStmt><title level="j" type="main">Water research : (Oxford)</title>
<title level="j" type="abbreviated">Water res. : (Oxf.)</title>
<idno type="ISSN">0043-1354</idno>
</seriesStmt>
</fileDesc>
<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Effluent</term>
<term>Environmental protection</term>
<term>Fluorescence spectrometry</term>
<term>Fouling</term>
<term>Fouling index</term>
<term>Liquid chromatography</term>
<term>Membrane separation</term>
<term>Organic carbon</term>
<term>Organic matter</term>
<term>Queensland</term>
<term>Sustainable development</term>
<term>Tertiary purification</term>
<term>Upgrading</term>
<term>Urban waste water</term>
<term>Waste management</term>
<term>Waste reuse</term>
<term>Waste water purification</term>
<term>Water resource management</term>
<term>Water treatment</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Effluent</term>
<term>Matière organique</term>
<term>Encrassement</term>
<term>Epuration tertiaire</term>
<term>Spectrométrie fluorescence</term>
<term>Chromatographie phase liquide</term>
<term>Carbone organique</term>
<term>Réutilisation déchet</term>
<term>Gestion ressource eau</term>
<term>Eau usée urbaine</term>
<term>Séparation par membrane</term>
<term>Queensland</term>
<term>Epuration eau usée</term>
<term>Traitement eau</term>
<term>Valorisation</term>
<term>Gestion déchet</term>
<term>Développement durable</term>
<term>Protection environnement</term>
<term>Indice de colmatage</term>
</keywords>
</textClass>
</profileDesc>
</teiHeader>
<front><div type="abstract" xml:lang="en">This study aims at comparing low-pressure membrane fouling obtained with two different secondary effluents at bench and pilot-scale based on the determination of two fouling indices: the total fouling index (TFI) and the hydraulically irreversible fouling index (HIFI). The main objective was to investigate if simpler and less costly bench-scale experimentation can substitute for pilot-scale trials when assessing the fouling potential of secondary effluent in large scale membrane filtration plants producing recycled water. Absolute values for specific flux and total fouling index for the bench-scale system were higher than those determined from pilot-scale, nevertheless a statistically significant correlation (r<sup>2</sup>
 <sub>=</sub>
 0.63, a <sub>=</sub>
 <sub>0</sub>
.1) was obtained for the total fouling index at both scales. On the contrary no such correlation was found for the hydraulically irreversible fouling index. Advanced water characterization tools such as excitation-emission matrix fluorescence spectroscopy (EEM) and liquid chromatography with organic carbon detection (LC-OCD) were used for the characterization of foulants. On the basis of statistical analysis, biopolymers and humic substances were found to be the major contribution to total fouling (r<sup>2</sup>
 = 0.95 and r<sup>2</sup>
 = <sub>0</sub>
.<sub>88</sub>
, respectively). Adsorption of the low molecular weight neutral compounds to the membrane was attributed to hydraulically irreversible fouling (r<sup>2</sup>
 = 0.67).</div>
</front>
</TEI>
<inist><standard h6="B"><pA><fA01 i1="01" i2="1"><s0>0043-1354</s0>
</fA01>
<fA02 i1="01"><s0>WATRAG</s0>
</fA02>
<fA03 i2="1"><s0>Water res. : (Oxf.)</s0>
</fA03>
<fA05><s2>47</s2>
</fA05>
<fA06><s2>8</s2>
</fA06>
<fA08 i1="01" i2="1" l="ENG"><s1>Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment</s1>
</fA08>
<fA11 i1="01" i2="1"><s1>AYACHE (C.)</s1>
</fA11>
<fA11 i1="02" i2="1"><s1>PIDOU (M.)</s1>
</fA11>
<fA11 i1="03" i2="1"><s1>CROUE (J. P.)</s1>
</fA11>
<fA11 i1="04" i2="1"><s1>LABANOWSKI (J.)</s1>
</fA11>
<fA11 i1="05" i2="1"><s1>POUSSADE (Y.)</s1>
</fA11>
<fA11 i1="06" i2="1"><s1>TAZI-PAIN (A.)</s1>
</fA11>
<fA11 i1="07" i2="1"><s1>KELLER (J.)</s1>
</fA11>
<fA11 i1="08" i2="1"><s1>GERNJAK (W.)</s1>
</fA11>
<fA14 i1="01"><s1>Advanced Water Management Centre, The University of Queensland, St Lucia</s1>
<s2>Brisbane, QLD 4072</s2>
<s3>AUS</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</fA14>
<fA14 i1="02"><s1>Veolia Enuironnement Recherche et Innovation, Chemin de la Digue</s1>
<s2>78603 Maisons Laffitte</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>6 aut.</sZ>
</fA14>
<fA14 i1="03"><s1>IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré</s1>
<s2>86 022 Poitiers</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</fA14>
<fA14 i1="04"><s1>Water Desalination and Reuse Center, King Abdullah University of Science and Technology</s1>
<s2>Thuwal</s2>
<s3>SAU</s3>
<sZ>3 aut.</sZ>
</fA14>
<fA14 i1="05"><s1>Veolia Water Australia, PO Box 10819, Adelaide Street Post Office</s1>
<s2>Brisbane, QLD 4000</s2>
<s3>AUS</s3>
<sZ>5 aut.</sZ>
</fA14>
<fA20><s1>2633-2642</s1>
</fA20>
<fA21><s1>2013</s1>
</fA21>
<fA23 i1="01"><s0>ENG</s0>
</fA23>
<fA43 i1="01"><s1>INIST</s1>
<s2>8940A</s2>
<s5>354000173313240020</s5>
</fA43>
<fA44><s0>0000</s0>
<s1>© 2013 INIST-CNRS. All rights reserved.</s1>
</fA44>
<fA45><s0>1 p.</s0>
</fA45>
<fA47 i1="01" i2="1"><s0>13-0261899</s0>
</fA47>
<fA60><s1>P</s1>
</fA60>
<fA61><s0>A</s0>
</fA61>
<fA64 i1="01" i2="1"><s0>Water research : (Oxford)</s0>
</fA64>
<fA66 i1="01"><s0>GBR</s0>
</fA66>
<fC01 i1="01" l="ENG"><s0>This study aims at comparing low-pressure membrane fouling obtained with two different secondary effluents at bench and pilot-scale based on the determination of two fouling indices: the total fouling index (TFI) and the hydraulically irreversible fouling index (HIFI). The main objective was to investigate if simpler and less costly bench-scale experimentation can substitute for pilot-scale trials when assessing the fouling potential of secondary effluent in large scale membrane filtration plants producing recycled water. Absolute values for specific flux and total fouling index for the bench-scale system were higher than those determined from pilot-scale, nevertheless a statistically significant correlation (r<sup>2</sup>
 <sub>=</sub>
 0.63, a <sub>=</sub>
 <sub>0</sub>
.1) was obtained for the total fouling index at both scales. On the contrary no such correlation was found for the hydraulically irreversible fouling index. Advanced water characterization tools such as excitation-emission matrix fluorescence spectroscopy (EEM) and liquid chromatography with organic carbon detection (LC-OCD) were used for the characterization of foulants. On the basis of statistical analysis, biopolymers and humic substances were found to be the major contribution to total fouling (r<sup>2</sup>
 = 0.95 and r<sup>2</sup>
 = <sub>0</sub>
.<sub>88</sub>
, respectively). Adsorption of the low molecular weight neutral compounds to the membrane was attributed to hydraulically irreversible fouling (r<sup>2</sup>
 = 0.67).</s0>
</fC01>
<fC02 i1="01" i2="X"><s0>001D16A07</s0>
</fC02>
<fC02 i1="02" i2="X"><s0>001D16A02</s0>
</fC02>
<fC02 i1="03" i2="2"><s0>001E01N03</s0>
</fC02>
<fC02 i1="04" i2="2"><s0>226A03</s0>
</fC02>
<fC03 i1="01" i2="X" l="FRE"><s0>Effluent</s0>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="X" l="ENG"><s0>Effluent</s0>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="X" l="SPA"><s0>Efluente</s0>
<s5>01</s5>
</fC03>
<fC03 i1="02" i2="X" l="FRE"><s0>Matière organique</s0>
<s5>02</s5>
</fC03>
<fC03 i1="02" i2="X" l="ENG"><s0>Organic matter</s0>
<s5>02</s5>
</fC03>
<fC03 i1="02" i2="X" l="SPA"><s0>Materia orgánica</s0>
<s5>02</s5>
</fC03>
<fC03 i1="03" i2="X" l="FRE"><s0>Encrassement</s0>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="X" l="ENG"><s0>Fouling</s0>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="X" l="SPA"><s0>Enmugrecimiento</s0>
<s5>03</s5>
</fC03>
<fC03 i1="04" i2="X" l="FRE"><s0>Epuration tertiaire</s0>
<s5>04</s5>
</fC03>
<fC03 i1="04" i2="X" l="ENG"><s0>Tertiary purification</s0>
<s5>04</s5>
</fC03>
<fC03 i1="04" i2="X" l="SPA"><s0>Depuración terciaria</s0>
<s5>04</s5>
</fC03>
<fC03 i1="05" i2="X" l="FRE"><s0>Spectrométrie fluorescence</s0>
<s5>05</s5>
</fC03>
<fC03 i1="05" i2="X" l="ENG"><s0>Fluorescence spectrometry</s0>
<s5>05</s5>
</fC03>
<fC03 i1="05" i2="X" l="SPA"><s0>Espectrometría fluorescencia</s0>
<s5>05</s5>
</fC03>
<fC03 i1="06" i2="X" l="FRE"><s0>Chromatographie phase liquide</s0>
<s5>06</s5>
</fC03>
<fC03 i1="06" i2="X" l="ENG"><s0>Liquid chromatography</s0>
<s5>06</s5>
</fC03>
<fC03 i1="06" i2="X" l="SPA"><s0>Cromatografía fase líquida</s0>
<s5>06</s5>
</fC03>
<fC03 i1="07" i2="X" l="FRE"><s0>Carbone organique</s0>
<s5>07</s5>
</fC03>
<fC03 i1="07" i2="X" l="ENG"><s0>Organic carbon</s0>
<s5>07</s5>
</fC03>
<fC03 i1="07" i2="X" l="SPA"><s0>Carbono orgánico</s0>
<s5>07</s5>
</fC03>
<fC03 i1="08" i2="X" l="FRE"><s0>Réutilisation déchet</s0>
<s5>08</s5>
</fC03>
<fC03 i1="08" i2="X" l="ENG"><s0>Waste reuse</s0>
<s5>08</s5>
</fC03>
<fC03 i1="08" i2="X" l="SPA"><s0>Reutilización desperdicios</s0>
<s5>08</s5>
</fC03>
<fC03 i1="09" i2="X" l="FRE"><s0>Gestion ressource eau</s0>
<s5>09</s5>
</fC03>
<fC03 i1="09" i2="X" l="ENG"><s0>Water resource management</s0>
<s5>09</s5>
</fC03>
<fC03 i1="09" i2="X" l="SPA"><s0>Gestión recurso agua</s0>
<s5>09</s5>
</fC03>
<fC03 i1="10" i2="X" l="FRE"><s0>Eau usée urbaine</s0>
<s5>10</s5>
</fC03>
<fC03 i1="10" i2="X" l="ENG"><s0>Urban waste water</s0>
<s5>10</s5>
</fC03>
<fC03 i1="10" i2="X" l="SPA"><s0>Agua usada urbana</s0>
<s5>10</s5>
</fC03>
<fC03 i1="11" i2="X" l="FRE"><s0>Séparation par membrane</s0>
<s5>11</s5>
</fC03>
<fC03 i1="11" i2="X" l="ENG"><s0>Membrane separation</s0>
<s5>11</s5>
</fC03>
<fC03 i1="11" i2="X" l="SPA"><s0>Separación por membrana</s0>
<s5>11</s5>
</fC03>
<fC03 i1="12" i2="X" l="FRE"><s0>Queensland</s0>
<s2>NG</s2>
<s5>31</s5>
</fC03>
<fC03 i1="12" i2="X" l="ENG"><s0>Queensland</s0>
<s2>NG</s2>
<s5>31</s5>
</fC03>
<fC03 i1="12" i2="X" l="SPA"><s0>Queensland</s0>
<s2>NG</s2>
<s5>31</s5>
</fC03>
<fC03 i1="13" i2="X" l="FRE"><s0>Epuration eau usée</s0>
<s5>35</s5>
</fC03>
<fC03 i1="13" i2="X" l="ENG"><s0>Waste water purification</s0>
<s5>35</s5>
</fC03>
<fC03 i1="13" i2="X" l="SPA"><s0>Depuración aguas servidas</s0>
<s5>35</s5>
</fC03>
<fC03 i1="14" i2="X" l="FRE"><s0>Traitement eau</s0>
<s5>36</s5>
</fC03>
<fC03 i1="14" i2="X" l="ENG"><s0>Water treatment</s0>
<s5>36</s5>
</fC03>
<fC03 i1="14" i2="X" l="SPA"><s0>Tratamiento agua</s0>
<s5>36</s5>
</fC03>
<fC03 i1="15" i2="X" l="FRE"><s0>Valorisation</s0>
<s5>37</s5>
</fC03>
<fC03 i1="15" i2="X" l="ENG"><s0>Upgrading</s0>
<s5>37</s5>
</fC03>
<fC03 i1="15" i2="X" l="SPA"><s0>Valorización</s0>
<s5>37</s5>
</fC03>
<fC03 i1="16" i2="X" l="FRE"><s0>Gestion déchet</s0>
<s5>38</s5>
</fC03>
<fC03 i1="16" i2="X" l="ENG"><s0>Waste management</s0>
<s5>38</s5>
</fC03>
<fC03 i1="16" i2="X" l="SPA"><s0>Tratamiento desperdicios</s0>
<s5>38</s5>
</fC03>
<fC03 i1="17" i2="X" l="FRE"><s0>Développement durable</s0>
<s5>40</s5>
</fC03>
<fC03 i1="17" i2="X" l="ENG"><s0>Sustainable development</s0>
<s5>40</s5>
</fC03>
<fC03 i1="17" i2="X" l="SPA"><s0>Desarrollo sostenible</s0>
<s5>40</s5>
</fC03>
<fC03 i1="18" i2="X" l="FRE"><s0>Protection environnement</s0>
<s5>41</s5>
</fC03>
<fC03 i1="18" i2="X" l="ENG"><s0>Environmental protection</s0>
<s5>41</s5>
</fC03>
<fC03 i1="18" i2="X" l="SPA"><s0>Protección medio ambiente</s0>
<s5>41</s5>
</fC03>
<fC03 i1="19" i2="X" l="FRE"><s0>Indice de colmatage</s0>
<s4>CD</s4>
<s5>96</s5>
</fC03>
<fC03 i1="19" i2="X" l="ENG"><s0>Fouling index</s0>
<s4>CD</s4>
<s5>96</s5>
</fC03>
<fC07 i1="01" i2="X" l="FRE"><s0>Australie</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="X" l="ENG"><s0>Australia</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="X" l="SPA"><s0>Australia</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="02" i2="X" l="FRE"><s0>Océanie</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="02" i2="X" l="ENG"><s0>Oceania</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="02" i2="X" l="SPA"><s0>Oceania</s0>
<s2>NG</s2>
</fC07>
<fN21><s1>252</s1>
</fN21>
</pA>
</standard>
<server><NO>PASCAL 13-0261899 INIST</NO>
<ET>Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment</ET>
<AU>AYACHE (C.); PIDOU (M.); CROUE (J. P.); LABANOWSKI (J.); POUSSADE (Y.); TAZI-PAIN (A.); KELLER (J.); GERNJAK (W.)</AU>
<AF>Advanced Water Management Centre, The University of Queensland, St Lucia/Brisbane, QLD 4072/Australie (1 aut., 2 aut., 7 aut., 8 aut.); Veolia Enuironnement Recherche et Innovation, Chemin de la Digue/78603 Maisons Laffitte/France (1 aut., 6 aut.); IC2MP - UMR 7285 CNRS, Université de Poitiers - ENSIP, 1 rue Marcel Doré/86 022 Poitiers/France (1 aut., 3 aut., 4 aut.); Water Desalination and Reuse Center, King Abdullah University of Science and Technology/Thuwal/Arabie Saoudite (3 aut.); Veolia Water Australia, PO Box 10819, Adelaide Street Post Office/Brisbane, QLD 4000/Australie (5 aut.)</AF>
<DT>Publication en série; Niveau analytique</DT>
<SO>Water research : (Oxford); ISSN 0043-1354; Coden WATRAG; Royaume-Uni; Da. 2013; Vol. 47; No. 8; Pp. 2633-2642; Bibl. 1 p.</SO>
<LA>Anglais</LA>
<EA>This study aims at comparing low-pressure membrane fouling obtained with two different secondary effluents at bench and pilot-scale based on the determination of two fouling indices: the total fouling index (TFI) and the hydraulically irreversible fouling index (HIFI). The main objective was to investigate if simpler and less costly bench-scale experimentation can substitute for pilot-scale trials when assessing the fouling potential of secondary effluent in large scale membrane filtration plants producing recycled water. Absolute values for specific flux and total fouling index for the bench-scale system were higher than those determined from pilot-scale, nevertheless a statistically significant correlation (r<sup>2</sup>
 <sub>=</sub>
 0.63, a <sub>=</sub>
 <sub>0</sub>
.1) was obtained for the total fouling index at both scales. On the contrary no such correlation was found for the hydraulically irreversible fouling index. Advanced water characterization tools such as excitation-emission matrix fluorescence spectroscopy (EEM) and liquid chromatography with organic carbon detection (LC-OCD) were used for the characterization of foulants. On the basis of statistical analysis, biopolymers and humic substances were found to be the major contribution to total fouling (r<sup>2</sup>
 = 0.95 and r<sup>2</sup>
 = <sub>0</sub>
.<sub>88</sub>
, respectively). Adsorption of the low molecular weight neutral compounds to the membrane was attributed to hydraulically irreversible fouling (r<sup>2</sup>
 = 0.67).</EA>
<CC>001D16A07; 001D16A02; 001E01N03; 226A03</CC>
<FD>Effluent; Matière organique; Encrassement; Epuration tertiaire; Spectrométrie fluorescence; Chromatographie phase liquide; Carbone organique; Réutilisation déchet; Gestion ressource eau; Eau usée urbaine; Séparation par membrane; Queensland; Epuration eau usée; Traitement eau; Valorisation; Gestion déchet; Développement durable; Protection environnement; Indice de colmatage</FD>
<FG>Australie; Océanie</FG>
<ED>Effluent; Organic matter; Fouling; Tertiary purification; Fluorescence spectrometry; Liquid chromatography; Organic carbon; Waste reuse; Water resource management; Urban waste water; Membrane separation; Queensland; Waste water purification; Water treatment; Upgrading; Waste management; Sustainable development; Environmental protection; Fouling index</ED>
<EG>Australia; Oceania</EG>
<SD>Efluente; Materia orgánica; Enmugrecimiento; Depuración terciaria; Espectrometría fluorescencia; Cromatografía fase líquida; Carbono orgánico; Reutilización desperdicios; Gestión recurso agua; Agua usada urbana; Separación por membrana; Queensland; Depuración aguas servidas; Tratamiento agua; Valorización; Tratamiento desperdicios; Desarrollo sostenible; Protección medio ambiente</SD>
<LO>INIST-8940A.354000173313240020</LO>
<ID>13-0261899</ID>
</server>
</inist>
</record>

Pour manipuler ce document sous Unix (Dilib)

EXPLOR_STEP=$WICRI_ROOT/Wicri/Asie/explor/AustralieFrV1/Data/PascalFrancis/Corpus

HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 000901 | SxmlIndent | more

HfdSelect -h $EXPLOR_AREA/Data/PascalFrancis/Corpus/biblio.hfd -nk 000901 | SxmlIndent | more

Pour mettre un lien sur cette page dans le réseau Wicri

{{Explor lien
   |wiki=    Wicri/Asie
   |area=    AustralieFrV1
   |flux=    PascalFrancis
   |étape=   Corpus
   |type=    RBID
   |clé=     Pascal:13-0261899
   |texte=   Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment
}}

This area was generated with Dilib version V0.6.33.
Data generation: Tue Dec 5 10:43:12 2017. Site generation: Tue Mar 5 14:07:20 2024

	Serveur d'exploration sur les relations entre la France et l'Australie
	Attention, ce site est en cours de développement ! Attention, site généré par des moyens informatiques à partir de corpus bruts. Les informations ne sont donc pas validées.

Serveur d'exploration sur les relations entre la France et l'Australie

Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment

Impact of effluent organic matter on low-pressure membrane fouling in tertiary treatment

Source :

Descripteurs français

English descriptors

Abstract

Notice en format standard (ISO 2709)

Format Inist (serveur)

Links to Exploration step

Le document en format XML

Pour manipuler ce document sous Unix (Dilib)

Pour mettre un lien sur cette page dans le réseau Wicri