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Journal Abstract Search

420 related items for PubMed ID: 15553481

  • 1. Cost-effective solutions for sewage treatment in developing countries--the case of Brazil.
    Jordão EP, Volschan I.
    Water Sci Technol; 2004; 50(7):237-42. PubMed ID: 15553481
    [Abstract] [Full Text] [Related]

  • 2. Anaerobic treatment for C and S removal in "zero-discharge" paper mills: effects of process design on S removal efficiencies.
    van Lier JB, Lens PN, Pol LW.
    Water Sci Technol; 2001; 44(4):189-95. PubMed ID: 11575084
    [Abstract] [Full Text] [Related]

  • 3. 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; 48(11-12):221-6. PubMed ID: 14753540
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  • 8. Herbal pharmaceutical wastewater treatment by a pilot scale upflow anaerobic sludge blanket (UASB) reactor.
    Satyanarayan S, Karambe A, Vanerkar AP.
    Water Sci Technol; 2009; 59(11):2265-72. PubMed ID: 19494467
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  • 9. Sludge treatment by ozonation--evaluation of full-scale results.
    Sievers M, Ried A, Koll R.
    Water Sci Technol; 2004; 49(4):247-53. PubMed ID: 15077979
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  • 10. Post-treatment of anaerobic effluents in an overland flow system.
    Chernicharo CA, Cota RS, Zerbini AM, von Sperling M, Brito LH.
    Water Sci Technol; 2001; 44(4):229-36. PubMed ID: 11579922
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  • 11. Benchmarking of municipal waste water treatment plants (an Austrian project).
    Lindtner S, Kroiss H, Nowak O.
    Water Sci Technol; 2004; 50(7):265-71. PubMed ID: 15553485
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  • 13. Polishing ponds for post-treatment of digested sewage. Part 1: Flow-through ponds.
    Cavalcanti PF, van Haandel A, Lettinga G.
    Water Sci Technol; 2001; 44(4):237-45. PubMed ID: 11575089
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  • 14. Improved nitrogen removal in upflow anaerobic sludge blanket (UASB) reactors by incorporation of Anammox bacteria into the granular sludge.
    Schmidt JE, Batstone DJ, Angelidaki I.
    Water Sci Technol; 2004; 49(11-12):69-76. PubMed ID: 15303725
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  • 15. Domestic sewage treatment in a pilot system composed of UASB and SBR reactors.
    Torres P, Foresti E.
    Water Sci Technol; 2001; 44(4):247-53. PubMed ID: 11575090
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  • 16. The performance enhancements of upflow anaerobic sludge blanket (UASB) reactors for domestic sludge treatment--a state-of-the-art review.
    Chong S, Sen TK, Kayaalp A, Ang HM.
    Water Res; 2012 Jul; 46(11):3434-70. PubMed ID: 22560620
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  • 17. Advanced treatment by anaerobic process followed by aerobic membrane bioreactor for effluent reuse in paper mill industry.
    Stahl N, Tenenbaum A, Galil NI.
    Water Sci Technol; 2004 Jul; 50(3):245-52. PubMed ID: 15461419
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  • 18. The ScanDeNi process could turn an existing under-performing activated sludge plant into an asset.
    Rosén S, Huijbregsen C.
    Water Sci Technol; 2003 Jul; 47(11):31-6. PubMed ID: 12906268
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  • 19. Performance comparison of a pilot-scale UASB and DHS system and activated sludge process for the treatment of municipal wastewater.
    Tandukar M, Ohashi A, Harada H.
    Water Res; 2007 Jun; 41(12):2697-705. PubMed ID: 17418365
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  • 20. The effect of operational conditions on the performance of UASB reactors for domestic wastewater treatment.
    Leitão RC, Silva-Filho JA, Sanders W, van Haandel AC, Zeeman G, Lettinga G.
    Water Sci Technol; 2005 Jun; 52(1-2):299-305. PubMed ID: 16180442
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