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Results 1 to 25 of 267

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Raising and controlling study of dissolved oxygen concentration in closed-type aeration tankCHEN, C. K; LO, S. L.Environmental technology. 2005, Vol 26, Num 7, pp 805-810, issn 0959-3330, 6 p.Article

Potential of predominant activated sludge bacteria as recipients in conjugative plasmid transferINOUE, Daisuke; SEI, Kazunari; SODA, Satoshi et al.Journal of bioscience and bioengineering. 2005, Vol 100, Num 6, pp 600-605, issn 1389-1723, 6 p.Article

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

BREVET APPAREIL POUR L'AERATION D'UN LIQUIDE, NOTAMMENT EN VUE D'EN DIMINUER LA DEMANDE BIOLOGIQUE EN OXYGENE.1978; ; FRA; DA. 1978-09-15; FR/A1/2.377.223; DEP.78-01107/1978-01-76; PR. US/759.915/1977-01-17Patent

BREVET 2.354.973 (A1) (76 18219). - 16 JUIN 1976. DISPOSITIF D'EPURATION BIOLOGIQUE DES EAUX USEES.sdPatent

BREVET 2.323.642 (A1) (74 30123). - 2 SEPTEMBRE 1974. INSTALLATION ET PROCEDE POUR LE TRAITEMENT BIOLOGIQUE D'EAUX USEES.sdPatent

Aeration tank settling and real time control as a tool to improve the hydraulic capacity and treatment efficiency during wet weather: results from 7 years' full-scale operational dataSHARMA, A. K; GUILDAL, T; THOMSEN, H. A. R et al.Water science and technology. 2013, Vol 67, Num 10, pp 2169-2176, issn 0273-1223, 8 p.Article

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

MATHEMATICAL MODELS OF BIOLOGICAL WASTE TREATMENT PROCESSES FOR THE DESIGN OF AERATION TANKS-DISCUSSIONORHON D; TUNAY O.1979; WAT. RES.; GBR; DA. 1979; VOL. 13; NO 6; PP. 553-556; BIBL. 11 REF.Article

AUTOMATISATION DES BASSINS D'OXYDATIONVINITSKAYA AA; PATEYUK VM; SMIRNOV DN et al.1977; VODOSNABZH. SANIT. TEKH.; S.S.S.R.; DA. 1977; NO 5; PP. 6-9; BIBL. 6 REF.Article

BREVET. INSTALLATION D'EPURATION D'EAUX RESIDUAIRES, EN PARTICULIER D'EAUX RESIDUAIRES COMMUNALES = WASTE WATER TREATMENT PLANT, SPECIALLY FOR URBAN WASTE WATERS1983; ; FRA; DA. 1983-05-27; FR/A1/2 516 909; DEP.82 17471/1982-10-19; PR. DE/P3146622.2/1981-11-25; 14 P.Patent

IMROXREG.-TIEFBECKENBELUEFTUNG = AERATION EN BASSIN PROFOND PROCEDE IMROXREG.AMBRUSTER W.1980; DECHEMA-MONOGR.; DEU; DA. 1980; VOL. 86; NO 1743-1774; PP. 393-399; ABS. ENG/FREArticle

NUOVI CRITERI DI DIMENSIONAMENTO DEGLI IMPIANTI A FANGHI ATTIVI = NOUVEAUX CRITERES DE DIMENSIONNEMENT DES INSTALLATIONS A BOUES ACTIVEESSEKOULOV I.1980; INGEGNER. AMBIENT., INQUINAM. DEPURAZ.; ITA; DA. 1980; VOL. 9; NO 1; PP. 13-20; ABS. ENG/FRE; BIBL. 5 REF.Article

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