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Pubmed for Handhelds

PUBMED FOR HANDHELDS

Journal Abstract Search

288 related items for PubMed ID: 17418365

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  • 2. A low-cost municipal sewage treatment system with a combination of UASB and the "fourth-generation" downflow hanging sponge reactors.
    Tandukar M, Uemura S, Machdar I, Ohashi A, Harada H.
    Water Sci Technol; 2005; 52(1-2):323-9. PubMed ID: 16180445
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  • 3. Removal of indigenous coliphages and fecal coliforms by a novel sewage treatment system consisting of UASB and DHS units.
    Uemura S, Takahashi K, Takaishi A, Machdar I, Ohashi A, Harada H.
    Water Sci Technol; 2002; 46(11-12):303-9. PubMed ID: 12523770
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  • 5. Economic evaluation of sewage treatment processes in India.
    Sato N, Okubo T, Onodera T, Agrawal LK, Ohashi A, Harada H.
    J Environ Manage; 2007 Sep; 84(4):447-60. PubMed ID: 16934390
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  • 6. Optimization of the performance of an integrated anaerobic-aerobic system for domestic wastewater treatment.
    Tawfik A, El-Gohary F, Ohashi A, Harada H.
    Water Sci Technol; 2008 Sep; 58(1):185-94. PubMed ID: 18653953
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  • 8. The UASB reactor as an alternative for the septic tank for on-site sewage treatment.
    Coelho AL, do Nascimento MB, Cavalcanti PF, van Haandel AC.
    Water Sci Technol; 2003 Sep; 48(11-12):221-6. PubMed ID: 14753540
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  • 9. Coupled UASB-activated sludge process for COD and nitrogen removals in municipal sewage treatment in warm climate.
    Cao YS, Ang CM.
    Water Sci Technol; 2009 Sep; 60(11):2829-39. PubMed ID: 19934504
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  • 13. Nitrification-denitrification of UASB effluents highly loaded with nitrogen in an activated sludge reactor operated with short cycled aeration.
    Villaverde S, Lacalle ML, García-Encina PA, Fdz-Polanco F.
    Water Sci Technol; 2001 Sep; 44(4):279-86. PubMed ID: 11575094
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  • 16. A strategy in wastewater treatment process for significant reduction of excess sludge production.
    Shiota N, Akashi A, Hasegawa S.
    Water Sci Technol; 2002 Sep; 45(12):127-34. PubMed ID: 12201093
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  • 19. The influence of physical-chemical and biological factors on the removal of faecal coliform through down-flow hanging sponge (DHS) system treating UASB reactor effluent.
    Tawfik A, El-Gohary F, Ohashi A, Harada H.
    Water Res; 2006 May; 40(9):1877-83. PubMed ID: 16626779
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  • 20. Performance evaluation of an UASB reactor used for combined treatment of domestic sewage and excess aerobic sludge from a trickling filter.
    Pontes PP, Chernicharo CA, Frade EC, Porto MT.
    Water Sci Technol; 2003 May; 48(6):227-34. PubMed ID: 14640222
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