Search Results - secondary effluent

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  1. The removal of organic waste matter from secondary sewage effluents by chemical coagulation by Milis, Emmanuel

    Published 2016
    “…The removal of organic waste matter was investigated: a) On both a maturation pond effluent and a secondary clarifier effluent, collected from the same municipal sewage-treatment plant, and b) On a maturation pond effluent collected from a different municipal sewage-treatment plant. …”
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  2. Impact of pre-ozonation on distillery effluent degradation in a constructed wetland system by Green, Jeffrey

    Published 2008
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  3. Viability, from a quality perspective on the reuse of wastewater effluents in the Southern Gauteng region, South Africa

    Published 2016
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  4. Evaluation of primary and secondary treatment of distillery wastewaters by Trerise, Margot Alana

    Published 2008
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  5. Finite element analysis of flows in secondary settling tanks by Kleine, Dorothee

    Published 2014
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  6. Treating filtered final effluent from the Cape Flats Wastewater treatment plant with ozone and biologically activated carbon filtration to remove pathogens and organic micropolluta... by Smuts, Francois

    Published 2022
    “…The optimisation focusses on the filtered secondary effluent of the Cape Flats Wastewater Treatment Works (WWTW) with the aim to produce safe drinking water. …”
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  7. Renovation of wastewater for direct re-use in an abattoir

    Published 2013
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  8. Ion exchange for the desalination and treatment of wastewater by Giddey, Trevor Baden Sydney

    Published 2015
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  9. A comparitive evaluation of membrane bioreactor technology at Darvill Wastewater Works by Metcalf, Graham James

    Published 2017
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  10. Molecular characterisation of human adenoviruses from environmental samples in Tshwane, Gauteng

    Published 2021
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  11. An investigation into the techno-economic feasibility of decentralized direct potable reuse (DPR) in South Africa by Ross, Jordan Ian

    Published 2024
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  12. Optimisation of a linear flow channel reactor for semi-passive, simultaneous biological sulphate reduction and partial sulphide oxidation by Fernandes, Sarah

    Published 2022
    “…Residual acetate decreased from 475 mg/L in the primary reactor to 275 mg/L in the secondary reactor. Similarly, residual sulphate decreased from 533 mg/L in the primary reactor to 150 mg/L in the secondary reactor, on a 1 g/L sulphate feed, achieving a much improved effluent water quality. …”
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  13. Chemical and biological phosphorus removal in the activated sludge process by Rabinowitz, Barry

    Published 2015
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  14. Fate of natural organic matter and formation of disinfection by-products in a conventional water treatment plant by Abdel Halim, Noha Hesham

    Published 2014
    “…In addition, HAAs concentrations at the plant effluent were much higher than the regulating limits, alarming the WTP to exert more effort to reduce THMs, and HAAs values. …”
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  15. The effect of a large anoxic mass fraction and concentrations of nitrate and nitrite in the primary anoxic zone on low f/m filament bulking in nutrient removal activated sludge sys... by Musvoto, Eustina V

    Published 2023
    “…In severe cases overflow of the sludge with the effluent occurs. Bulking not only causes these problems in the activated sludge process, but it also causes poor dewaterability of the waste activated sludge. …”
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  16. Design and performance of BNR activated sludge systems with flat sheet membranes for solid-liquid separation by Du Toit, Geoff J G

    Published 2014
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  17. Cellulose-metal organic framework nanocomposite adsorbent films for water remediation

    Published 2025
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  18. Investigation of an appropriate treatment system for a wet coffee processing in the Maraba District of Rwanda by Turyahumura, Abel

    Published 2011
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  19. A technological, economic and social exploration of phosphate recovery from centralised sewage treatment in a transitioning economy context by Sikosana, M

    Published 2015
    “…In the past, waste water treatment works (WWTW) typically installed effluent polishing technologies to eliminate phosphate and lower concentrations of both nitrogen and phosphate to below regulatory levels. …”
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