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Wastewater engineering treatment: disposal and reuse
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The article was published on 1991-01-01 and is currently open access. It has received 3805 citations till now. The article focuses on the topics: Wastewater engineering & Reuse.read more
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Microbial decolorization of melanoidin-containing wastewaters: Combined use of activated sludge and the fungus Coriolus hirsutus
TL;DR: An inhibitory effect of organic N on melanoidin decolorization is suggested, which is likely to play an important role in the enhanced ability of C. hirsutus to decolorize HTL.
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Fouling in reverse osmosis (RO) membrane in water recovery from secondary effluent: a review
TL;DR: In this paper, a review was performed to identify major foulants causing hindrance in sustainable application of reverse osmosis and to present available pre-treatment options for these foulants.
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Removal of dissolved organic carbon and nutrients from urban wastewaters by Galdieria sulphuraria: Laboratory to field scale demonstration
S.M. Henkanatte-Gedera,Thinesh Selvaratnam,M. Karbakhshravari,Maung Thein Myint,Nagamany Nirmalakhandan,W. Van Voorhies,Peter J. Lammers +6 more
TL;DR: This field study confirmed that G. sulphuraria was able to grow well in primary-settled wastewater and reduce organic carbon, ammoniacal nitrogen, and phosphate levels to below the respective discharge standards.
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Wastewater reclamation by advanced treatment of secondary effluents
TL;DR: In this paper, the performance of an advanced wastewater treatment system for the reclamation of secondary municipal effluents, and the study of the environmental quality of treated effluent was investigated by measuring physicochemical, microbiological and ecotoxicological characteristics of reclaimed water.
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A river water quality management model for optimising regional wastewater treatment using a genetic algorithm.
TL;DR: The developed model has been applied to the Youngsan River, where water quality has decreased due to heavy pollutant loads from Kwangju City and surrounding areas and it became clear that the results based on the GA were much better than those for the other four scenarios from the viewpoint of the achievement of water quality goals and cost optimisation.