Améliorer le couple aération/agitation au sein des bassins d'aération = Improving the aeration/stirring combination in aeration tanksBOUCHET, Christophe.L' Eau, l'industrie, les nuisances. 2007, Num 305, issn 0755-5016, 57-66 [7 p.]Article

Les effects de l'équilibre des flux et de l'aération sur la modélisation des stations d'épuration = The effect of flow splitting and aeration on treatment works modellingDUPAS, R.L' Eau, l'industrie, les nuisances. 1996, Num 194, pp 109-111, issn 0755-5016Article

Indagini sulla fase biologica dell' impianto di depurazione di Roma-Ostia = Efficacité du bassin combiné d'oxydation et de sédimentation de la station d'épuration de Rome-Ostia = Surveys on the efficiency of the aroaccelator at the Rome-Ostia sewage treatment plantMISITI, A; GAVASCI, R.Ingegneria ambientale inquinamento e depurazione. 1984, Vol 13, Num 2, pp 92-97, issn 0302-7775Article

Characteristics of activated sludge process using a multistage tower aeration tankSHIMIZU, T; KUDO, K; NASU, Y et al.Hakkōkōgaku Kaishi. 1992, Vol 70, Num 5, pp 371-377, issn 0385-6151Article

Hydraulische Analyse von offenen Becken am Beispiel der Kläranlage des VEB Zellstoff- und Papierfabrik Rosenthal = Analyse hydraulique de bassins ouverts, sur l'exemple de la station d'épuration de l'usine VEB de cellulose et papier Rosenthal = Hydraulic analysis of open basins following the example of the sewage treatment plant of the VEB cellulose and paper Rosenthal plantGEISENHEIMER, A; WYRWICH, M; ENGELMANN, U et al.Zellstoff und Papier (Leipzig). 1985, Vol 34, Num 3, pp 83-88, issn 0044-3867Article

Der Radialstrombegaser ― ein leistungsfähiger Belüfter für biologische Abwasser-Reinigungsanlagen = Aérateur à flux radial. Un aérateur à haute performance pour les stations d'épuration biologique = Radial flow aerator. A high performance aerator for biological waste water treatment plantMÜLLER, G; SELL, G.Chemieingenieurtechnik. 1984, Vol 56, Num 5, pp 399-401, issn 0009-286XArticle

Effect of commercial cotton dyes on oxygen transferSAHU, O. B; DHABADGAONKAR, S. M.Indian Journal of Environmental Health. 1983, Vol 25, Num 1, pp 35-40, issn 0367-827XArticle

Aerial organic chemical release from activated sludgeLURKER, P. A; CLARK, C. S; ELIA, V. J et al.Water research (Oxford). 1984, Vol 18, Num 4, pp 489-494, issn 0043-1354Article

Oxygen requirements, energy consumption and sludge production in extended-aeration plantsJOHNSTONE, D. W. M.Water pollution control (Maidstone). 1984, Vol 83, Num 1, pp 100-115, issn 0043-129XArticle

Cold region wastewater lagoon Sludge accumulationSCHNEITER, R. W; MIDDLEBROOKS, E. J; SLETTEN, R. S et al.Water research (Oxford). 1983, Vol 17, Num 9, pp 1201-1206, issn 0043-1354Article

Liquid mixing in activated sludge aeration tankFUJIE, K; SEKIZAWA, T; KUBOTA, H et al.Journal of fermentation technology (Osaka. 1977). 1983, Vol 61, Num 3, pp 295-304, issn 0385-6380Article

The effect of aeration tank configuration on nitrification kineticsCHUDOBA, J; CECH, J. S; CHUDOBA, P et al.Journal - Water Pollution Control Federation. 1985, Vol 57, pp 1078-1083, issn 0043-1303Article

Etude de la circulation dans les bassins d'aération à boues activées = Study of the circulation pattern in aeration tanksROUSTAN, M; GHAURI, B; ROQUES, H et al.Water research (Oxford). 1984, Vol 18, Num 4, pp 495-499, issn 0043-1354Article

Calcul de la surface de contact des phases gaz-liquide dans un bassin d'aérationARZAMASTSEV, A. A.Himičeskaâ tehnologiâ. 1984, Vol 136, Num 4, pp 37-40, issn 0235-3482Article

OXYGEN TRANSFER EFFICENCY IN DEEP TANKSSCHMIT FL; REDMON DT.1975; J., WAT. POLLUT. CONTROL FEDER.; U.S.A.; DA. 1975; VOL. 47; NO 11; PP. 2586-2598; BIBL. 15 REF.Article

CONTROL OF ACTIVATED SLUDGE FILAMENTOUS BULKING. I. EFFECT OF THE HYDRAULIC REGIME OR DEGREE OF MIXING IN AN AERATION TANKCHUDOBA J; OTTOVA V; MADERA V et al.1973; WAT. RES.; G.B.; DA. 1973; VOL. 7; NO 8; PP. 1163-1182; BIBL. 1 P. 1/2Serial Issue

BREVET 2.211.402 (B) (7246307). A 27 DECEMBRE 1972. PERFECTIONNEMENTS AUX INSTALLATIONS POUR LE TRAITEMENT D'EAUX USEESsdPatent

HOW DOES TANK GEOMETRY AFFECT THE OXYGEN TRANSFER RATE OF MECHANICAL SURFACE AERATORSKORMANIK R.1976; WAT. SEWAGE WORKS; U.S.A.; DA. 1976; VOL. 123; NO 1; PP. 64-67; BIBL. 2 REF.Article

BREVET 2.261.232 (A) (75 05157). A 19 FEVRIER 1975. GROUPE DE TRAITEMENT D'EAUX USEES INSERABLE DANS UN BASSIN D'AERATIONsdPatent

Analysis and design of suitable model structures for activated sludge tanks with circulating flowALEX, J; TSCHEPETZKI, R; JUMAR, U et al.Water science and technology. 1999, pp 55-60, issn 0273-1223, isbn 0-08-042757-XConference Paper

Sauerstoffeintrag und -ertrag in tiefen Belebungsbecken: Theoretische Grundlagen und Versuchsergebnisse = Oxygen transfer and aeration efficiency in deep air diffusion tanks : theoretical fundamentals and experimental resultsPÖPEL, H. J; WAGNER, M; WEIDMANN, F et al.Gas- und Wasserfach. Wasser, Abwasser. 1998, Vol 139, Num 4, pp 189-197, issn 0016-3651Article

Eliminating backflow in retrofit BNR systemsDAVIERO, G. J; STURM, T. W.Journal of environmental engineering (New York, NY). 1996, Vol 122, Num 10, pp 950-954, issn 0733-9372Article

Practical testing of automatically controlled overflow weirsCSEPAI, L; KABELKA, H.Water research (Oxford). 1996, Vol 30, Num 3, pp 749-752, issn 0043-1354Article

Design and construction of aeration systems for optimum operation of large wastewater treatment plantsBISCHOF, F; HÖFKEN, M; DURST, F et al.Water science and technology. 1996, Vol 33, Num 12, pp 189-198, issn 0273-1223Conference Paper

Power economy studies on activated sludge treatmentEROL ULUG, S.International journal of environmental studies. 1993, Vol 43, Num 2-3, pp 105-113, issn 0020-7233Article