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    Interaction effects of organic load and cycle time in an AsBr applied to a personal care industry wastewater treatment

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    Artigo de Periódico
    Date
    2010
    Author
    Oliveira, Ricardo Polisaitis
    Ratusznei, Suzana Maria
    Rodrigues, José Alberto Domingues
    Zaiat, Marcelo
    Foresti, Eugênio
    xmlui.dri2xhtml.METS-1.0.item-sponsorship
    FAPESP
    Metadata
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    Abstract
    A mechanically stirred anaerobic sequencing batch reactor (ASBR) containing granular biomass was applied to the treatment of a wastewater simulating the effluent from a personal care industry. The ASBR was operated with cycle lengths (tC) of 8, 12 and 24 h and applied volumetric organic loads (AVOL) of 0.75, 0.50 and 0.25 gCOD/L.d, treating 2.0 L liquid medium per cycle. Stirring frequency was 150 rpm and the reactor was kept in an isothermal chamber at 30 °C. Increase in tC resulted in efficiency increase at constant AVOL, reaching 77% at tC of 24 h versus 69% at tC of 8 h. However, efficiency decreased when AVOL decreased as a function of increasing tC, due to the lack of substrate in the reaction medium. Moreover, replacing part of the wastewater by a chemically balanced synthetic one did not yield the expected effect and system efficiency dropped. © 2010 Elsevier Ltd.
    1. ASBR
    2. Feed time
    3. Influent concentration
    4. Organic load
    5. Personal care industry effluent
    6. Sodium lauryl sulfate
    7. Batch reactors
    8. Efficiency
    9. Effluent treatment
    10. Sodium dodecyl sulfate
    11. Sulfur compounds
    12. Wastewater treatment
    13. dodecyl sulfate sodium
    14. Anaerobic sequencing batch reactors
    15. Applied volumetric organic loads
    16. Cycle time
    17. Influent concentrations
    18. Interaction effect
    19. Personal care industry
    20. Sodium lauryl sulphate
    21. biomass
    22. efficiency measurement
    23. industrial waste
    24. organic matter
    25. public service
    26. sewage treatment
    27. substrate
    28. surfactant
    29. wastewater
    30. article
    31. chemical oxygen demand
    32. effluent
    33. sequencing batch reactor
    34. waste water management
    35. Effluents
    URI
    https://www.scopus.com/inward/record.uri?eid=2-s2.0-77956821527&doi=10.1016%2fj.jenvman.2010.07.015&partnerID=40&md5=742ddb98d10c18f60bfbdcea7bc72056
    https://repositorio.maua.br/handle/MAUA/1217
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